Catalogue 2010

Page 1

UNIVERSITAT POLITÈCNICA DE CATALUNYA

CIMNE Edificio C1, Campus Norte UPC C/ Gran Capitán s/n 08034 Barcelona, España Tel.(+34) 93 205 7016 - Fax.(+34) 93 401 6517 e-mail: cimne@cimne.upc.edu www.cimne.com

cover_catalogue_2009_23-10-10.indd 1

Catalogue 2010

08/11/10 14:20


Contenido / Contents MĂŠtodos NumĂŠricos / Numerical Methods ..................................................................

2

Elementos Finitos / Finite Elements ............................................................................. 12 Estructuras y Geotecnia / Structural and Soil Mechanics ............................................. 17 Control de Estructuras / Structural Control .................................................................. 45 Fluidos y TransmisiĂłn de Calor / Fluid Flow and Heat Transfer .................................... 48 Procesos de FabricaciĂłn / Manufacturing Processes ................................................... 57 ................................... 60 .......................................................................... 61 ! ! .............................................................. 63 " # ........................................................................................................ 67 Varios / Miscellaneous ................................................................................................. 69 Ă?ndice / Index ................................................................................................................ 72


MĂŠtodos NumĂŠricos / Numerical Methods ! Books Variational Formulations in Mechanics: Theory and Applications $ " % $ $ & '( ) )&

$ $ ) * )+ , & $:;: $% <;;=% > ?)@ A=BDBJDAK=:KD:<D; 85â‚Ź

Code L105

* O O Q ! O D ! O OR $ O R O U ! O D

% O O R OR ! ! O Q W D O X % Q R % O ! D D O O O % Q Y $ * R R% O ! O O ! R O ! O Y ! O R Q O R ! Y W ! O ! QR Y $ O Q X O QR R O O O O O ! O ! O D ! Q ! O $ O O Q X O ! ! $

Numerical Analysis and Equations and their

75â‚Ź

$ p % _$ &" ^ ^> )& ?$ Z" q " , & $=B` $% <;;=% > ?)@ A=BDBJDAK=:KD`BDJ Code L97

:`J $% <;;B% > ?)@ A=BDBJDAK=:KDJ`D<

O Q X O Q ! O O > ! _ O ! Q v ' q & " D ?q _ <;;=z O % >Q k % ! _ R <`D<:% <;;=$ O O Q X ! O ! ! ! Q O R % ! O Y O OR $

75â‚Ź

#$ Z

# % "$ )? "[% #$ \"> ']% $ " ? ^ )& $ ) > )_ ^>

Code L107

O D Q ! O % O ! O ! O ! U $ j O O ! ! OD

O ! O Q X ! O ! O ! O Q $ O O % R % &% ! U % k O R ! ! Q % D R O U ! % % % R R U $ O O Y ! % O % % U O O Y ! O O D U % % Q ! O 21st century.

$ p % #$ [ " { % $ ? "[ ) )& $ ^* _ & q , & $<A| $% <;;=% > ?)@ A=BDBJDAK=:KD`AD` 55â‚Ź

Code L98

O Q X O O >> ! _ O _ v_ <;;=z O ? % % ! # JDK% <;;=$ O O Q X ! D O ! ! D

Q ! O Y O OR ! O Q $

-2-


MĂŠtodos NumĂŠricos / Numerical Methods

" " #

$ # % & '

[$ ?'[ & % #$ $ '" +%

$ ['>qq> % "$ Z}q&% _$ ) ">)>% $ )['+ )% ^$ >q> '% #$ \"> ']

)& &$ Zj _? ") , & $-

j$ ))> Z> "> % #$ "> ']% _$ "" q ( + [$ j>) " , & $-

<B< % <;;K% > ?)@ BJDAK=:KD;;DB

128â‚Ź

69â‚Ź

~ Q !@ >_) j> " $

:J| $% <;;|% > ?)@ `DBJ|KJD;:BD`

Code L100

O QR O D ! D ~ " _'* q$ O Q~ ! O O Q R D k Y ! ! O D * U € * O _ OR Y % % R O ! Y D OR O % Q ! ! D % $ O Q `< O O O ! O @ _ D R Q OD

RÂ _ R Â

 * > &  D D Q $

R O R ! O W U D D O D k Q $ O R U O W O O & ‚ ! O ƒ ! O U„ … Y Y O U

D Q $ > O Q X% !

R O ! Q % R O @ [ D

O % ! k % [ % _ O R D % Q _ O % _ R O % _ Q~ " Q & % Z O R O R O % _ & Q [ O % ZRQ k $ O R O O D O Q O ! O O X D R Q ! O ! % % % D % Q O R% _ Energy. O Q X% „ QR R k Y O U ! R k % O ! Q ! U % O % R D Y k Q $

_$ &" ^ ^> % $ p )& ?$ Z" q " , & $<<A $% <;;|% > ?)@ BJDA|AAAD<|D; 65â‚Ź

Code L87

Code L84

O Q X O Q O &D" ! O O > ! _ D O ! Q v ' q & " ?q _ <;;|z O > % [ ! _ R <|D<=% <;;|$ O Q~ ! O ! ! O O % O D

O W ! R O Q Q ! R O $ O O O ! O ! Q ! $ O O Q X ! O ! ! ! Q O D

R % ! O Y O OR $

-3-

( % # ^$_$ _ Z> )% $ ^* _ & q )& ^$_$ ^ & , & $<BJ $% <;;J% > ?)@ BJ@A|AAAD|AD| 69â‚Ź

Code L81

O Q X Q ! ! O ! O U O R% O Q O ?

R O R ! O O O U ! O $ O Q X D U QR ! & $ $ ! † [$ ? $ O Q X ! † [$ ? O ! O K; O Q O R$ j O O O O O D R % O X O % Q `K% <;;:$ & O O :; R O ) ' R ! O R † O ! O ! D % D X % ! O $


MĂŠtodos NumĂŠricos / Numerical Methods

Structures and Fluids

) $?$ & q )& &$ $ _ q ) , & $-

$"$ >& q Z) )& *$ )( [)>

<<< $% <;;:% > ?)@ BJDA|AAAD<|D;

<=B $%<;;|% > ?)@ BJDA|AAADB|DJ 69â‚Ź 65â‚Ź

Code L68

Code L92

O Q X Y D O O O $ O O O Q X ! O O _ O % O O X O ! ‡ % % ! Q <B Q :`% <;;<$ O ~ R D k QR O ! _ O v _ z O ? k ! _ O v ?_ z$ O > ! _ O v >_ z O ! O k $ O O ! !

D O O ˆ R Q $

O Q X O ! QR D O O ! ? O O ! ! O D O ! ! O ! O O Q R$ X ! ! O O Q ! R $ O ! O % O ! D % ! O % U D Q O % D ! X % O ! ! % ! ! O O Q R ! Q O O$

* ( "

$ ? "[ )% #$ [ " { % $ p )& $ ^* _ & q , & $ $ Z >^^ q % +$ ^'() *% $ ) >

)_‰^> )& $ >" )) ' , & $-

K:` % <;;|% > ?)@ BJDA|AAAD=:D; 75â‚Ź

Code L85

O Q X O O ! _ O _ v_ <;;|z O % ) R% ! # <=D<A% <;;|$ O Q~ ! O _ D <;;| ! ! O O % O D O W ! Q O U ! O O OR R % % Q % $ O O Q X ! D O ! ! D

Q ! O Y O OR ! O Q $

<KK $% <;;:% > ?)@BJDA|AAAD:<D: 49â‚Ź

Code L75

O Q X O ! O K; O Q O R ! & $ # W Š Y% Q ! U O ! O D ! O ! U D $ O O ! Q O O Q D ! $ O ˆ ˆ R % O % ˆ D D

Q % O $ O ! O Q X ! O Q !

O ! R ! Q science and engineering.

-4-


MĂŠtodos NumĂŠricos / Numerical Methods Evolutionary Methods + & ' (

$ $ %

[$ ?'[ & % #$‹ $ &\ >&\">% #$ \"> ']% _$ Z ) ' " )& [$ j>) ", & $-

==< $% <;;`% > ?)@ BJDBAA<|D==D`

#$ "> ']% $ # q+% $ >" )) '

)& $ p , & $-

44â‚Ź

`|J $% <;;:% > ?)@ BJDA|AAAD::D` 70â‚Ź

Code L72

O Q X O Q O &D" ! O D O ! R _ O ! & % O > Q v '" [ ) <;;: O ! QD ~ ! R D O % D D Q~ Q $ O $ @ R % % Q @ D % ? _ % % % R% % _ ! % % Q O R% _ R % R k > R% D R O _ % Z Q [ O % > > _ D Q~ k % _ D Q~ _ D R D

R k % " O ! D

R O Q % D Â O D k QR $

O Q X Q D ! R YD O U ! U D $ O methodologies and their associated Q O O ! O ! _ O D $ O O O O O ! O & $ O O O ! R ! ! O O D R$ O R U O O O O O ! QR O Œ R% Q % ! R $ @ O >@ )

R % O >>@ & Â O >>>@ _ O Â O >*@ k R

) , - . $ # Desarrollos

Evolutionary Methods for + & '

$_$ _�qq "‹^ "[ " + _$ "" q ( , & $-

^$ $ [> )) ^ [q '% &$ $ Z q> % #$ "> ']% ^$&$ >q> ' )& $ [ " + , & $-

49â‚Ź

<<< $% <;;:% > ?)@ BJDA|AAAD<|D;

|`< $% <;;<% > ?)@ BJDBAA<|DA=DK 49â‚Ź

Code L55

Code L58

O ! D Q O ƒ '" [ ) <;;`D D R _ O ! & % D k O D > Q …$ ) O O % % % % R % Q % D % R% % R % D ˆ O % OR % Q O R% ˆ O O % % U % $ O Q X ! D k O $ > Y O O R

! R R $

-5-

Code L74

Q Q D D Q ? Ž >Q D Š % el estado actual de este fascinante Ž O Q O $ Q Ž D % D

% � R % W R ‡ Q Ž R D Q Š $ % Q ‡ Ž Y ‡ % Y R D % ! % ! R R $


MĂŠtodos NumĂŠricos / Numerical Methods

/ 01 #( 2 % % of Mathematics $ '? " % "$ _$ _>"�‹" >[% #$ _$ " [ % $ ] _?�‹& _ , & $-

Domain Decomposition Methods in Science and )$ & ?> % _$ [ "? +% "$ Z % &$ ^ + % +$ ^'() * )& #$ \"> '] , & $|`` $% <;;<% > ?)@ BJDBAA<|D;=D<%

<`: $% <;;`% > ?)@ BJDBAA<|DB|D< 49â‚Ź 29â‚Ź

Code L64

Code L56

O Q X O Q O ! O " Q O ! O U ! O O ! _ O v? % # R `; O `J O% <;;;z$ > O Y QR % O O D ! R ! O Q $ X % ! O $ " Q O R O O O ˆ ! O R R ! $

O |: ! O ! O O O > D ! & & _ O % D Q <;;;$ ? O R% O R U O O ! O OD D ! Q „ O O R O U ! O k O Q $ & O Q R ! Y O % Q ! O D ! Q % Q $ O Q X ! O % % $

- * - , # Aplicadas $ [ qq [ % >$ Z "" " % $ ? qq % $ (‘" + [$ + q , & $KK $ ’ &D" % <;;J% > ?)@ BJDA|AAADJ=D`

%

50â‚Ź

j$ $ j qq% ^$'$ ?q (>)[ " )& ^$ Zj >( "Z , & $-

Q " “ D > ) D>>> > _Š ) Š > Ž R % Q _ R% _ŠY << <J <;;J$ q Q D Ž R Š Š ‡ R ”U Š % ‡ % Š Š % U % � % ‡ R % ‡ ˆ % ‡ % R Q Š D cos. Se incluye asimismo una serie de comunicaciones escritas W $

==< $% <;;`% > ?)@ BJDBAA<|D==D` 72â‚Ź

Code L53

> O Q X Q ! O Q U ! _ O $ > O O ! O O ! U $ O O O > ! D _ O O O O _ R <;D<:% <;;` @ D _ O vJ z D _ O ! _ v`A z D _ & k v`K z D O W v`B z D k vK z D _ OR Q v`` z

-6-


MĂŠtodos NumĂŠricos / Numerical Methods

- * - , # ! * and Applied Science

- * - $ p % $ [ " { ‹ > >q> + q$ " _ qq , & $<;;;% JA` $% > ?)@ BJDBAA<|D=`D<

Z$ q& "% #$ $ Z >)"> Z% $ q * ) Z+% $ p )& ?$ '‘" ( , & $-

40â‚Ź

* $ > >>% `:|; $% `AA<% > ?)@ BJDB=BK=D`KD< 23â‚Ź

Code L13

O O `:K O > D ) _ O O O ' % O % ! `KD<; ) Q `AA<$ O ! O ! O ! O ! U O Q Q O >Q $

Code L50

Q ` _Š ) Š v_ ) > <;;;z$ q :B Q ~ W R ‡ R ‡ D Š Š Q % • % Ž “Q % % Q % Ž % Š Š Ž R U k % ŠD Š R Š % U % U % Q R % Š Š R ! D R $

& 0333( 42

2 - * - , # Aplicadas

&D" Q % <;;;% > ?)@ BJDBAA<|D=;DJ 180â‚Ź

Code L49 $ p % $ (‘" % [$ + q % $ ? qq + _$ $ _ " q , & $-

O &D" O O _ O v _ <;;;z O ? O D ``D`J Q <;;;$ O A=A ! `|$;;; $ O U O ! @ v>z _ O v O O _ q *> z v>>z &R v>>>z _ O ) _ O v>*z v*z O R v*>z O

-7-

< $ `:|; $% <;;<% > ?)@ BJDBAA<|DA`D=% D 89â‚Ź

Code L61

Q >> D > _Š ) Š > Ž R

Q [ ~ % _ŠY % `= `A <;;<% R k ~ > D ! _ O % > _ ‡ R ' ) _ŠY $ q Q Ž R Š D Š % ~ % Y Š R _ŠY $


MĂŠtodos NumĂŠricos / Numerical Methods

( * 5 % ( 42& $"$ >& q Z)% $ p )& $)$ &* "^>) , & $`AAB% > ?)@ BJDBAA<|D`|D` 99â‚Ź

Code L40

O &D" =;; v–`;$;;; z O O QR O $ > Q D

? ! $ O U O ! @ v z _ O _ ) _ O % v z _ O % v z _ _ % v>*z _ O % v*z Z ! D > % v*>z > Q D k v*>>z & % O v*>>>z Q ? O % OR % % % [ O % % O % " Q D ! _ O % others.

?$ Z" q "% $ p )& _$ &" ^ ^> & " % <;;A% > ?)@ A=BDBJDAK=:KDK|DB 65â‚Ź

Code L114

O Q X O O >>> > ! _ O ! Q % ' q & " ?q _ <;;A% O > O % > R # BD`;% <;;A$ O O Q X ! O ! ! ! Q O R % ! O Y O OR $ @ R Â O Â W Â D O Â Â [ O D Â > R Â _ Â & O ! O Â Q Â O OR R Â Structural integrity; Structural mechanics.

$ ^* _ & q% ?$ " )% $ ? "[ )% $ p )& #$[ " {

:|A $% <;;A% > ?)@ A=BDBJDAK=:KDKKD| 55â‚Ź

Stochastic Analysis of Multivariate Systems in

>$ & q >)> , &$:<; $%`AAA% > ?)@ BJDBAA<|D|;D]

Code L116

O Q X O O >>> ! _ O _ v_ <;;Az O O ) ' R v) )'z O % ) R% O `|D`= # <;;A$ O O Q X ! O ! D ! Q ! O Y O OR ! O Q $ @ R Â O Â W Â D O Â Q Â Â [ O D Â > R Â _ Â & O ! O Â Q Â O OR R Â D grity; Structural mechanics.

44â‚Ź

Code L44

O Q X ˆ R ~ X ! ! R O O ! O O W ! O R ! OR R Q O $ O Y D Q QR ~ % k O @ O ? X  > > $ O _ q ? O Q Q Q ! O D ! O ! Y O ! _ $

-8-


MĂŠtodos NumĂŠricos / Numerical Methods

- * - , q “ ‡ Q ~ “ Q ~ _ŠD ) Š > Ž % Q O O $ q [ v<;;|z% _ v<;;<z% v`AAAz% ( k v`AAKz% q � v`AA:z R q [ v`AA;z$

% _Š % _ k R ‡ ˆ ~ Q % _ k R Ž Q % k R % ‡ R k % ~ R • % R D % Ž $

Q R R ˆ ~ W D � R ‡ Š D Š % Ž ‡ D % Š ˆ % D ‡ % k ‡U % k D % ‡ % Q ‡ R % $ R % % D

W $

- * - , "

- * - , 0336 #$q$ \" ( "> > % $ " &">[' ( "" )% #$ $ $ _ " >) % "$ [ qq [ % #$ \ " & ‘ , & $ _ € _)>% <;;|% J|| $’ & " % > ?)@ BJDA|AAAD=JDA 65₏

Code L94

@ ! % D % Š % D % ? ‡ % ! D ‡ % % & ‡ D % & ‡ % % U ‡ % Q R ‡ D ‡ % R % O % ‡ R Y % ) R [ Ž % ~ D ! % ~ U Q % [ % [ % > D Ž % > Ž Ž % > Ž Š % _ ‡ % _ D % _ ‡ ˆ % _ ‡ ! % _Š % _Š D “ % _Š D

_$ & ?q "\% #$_$ "" % $ q " Â?)% q$ [ * + _$ " , & $ _)>% < $ `B`J $% `AAK% > ?)@ BJD B=BK=D=`D| 60â‚Ź

#$_$ [ > q % $ _ " % _$ " + [$ ?'[ & , & $ _)> € _ % <;;<% J`J $’ & " % > ?)@ BJDA|AAAD;:D] 57₏

- * - ,

Code L30

@ ”  D  [  k  _ D  _  q k D ciĂłn; Fluidos; MĂŠtodos NumĂŠricos; MĂŠtoD dos de Contorno; * k  * “ D

U Â Â D Â $

Code L62

@  D R Š Š %  ? ‡  !  & Â? R !  & ! R “ U  & ‡  & ‡  EcuaD    U  OÂŽQ R Y Â

- * - , " "$ ? q% #$ & _{)[' ( + [$ ?'[ & , & $-

- * - , $ ) * "">) + _$ q >" , & $ _)>% < $ `=BB $% `AA:% > ?)@ BJD B=BK=D<:D| 41â‚Ź

Code L16

@ ”  D  _Š Š ‡  R  * D k % & R  _ŠD todos numÊricos ; Fluidos ; Conformado y %  Varios .

_)>% `AAA% > ?)@ BJDBAA<|DJ|D: 48â‚Ź

Code L42

@  ? ‡ D  ‡ R ‡  D !  & k % D R O  & ‡ ˆ   D

 R Q Â

‡ O  q D k ‡  _ ‡ R  _ ‡ D  _Š Š R  _Š  _ Â? R D k O  D k  Q Š  * “ U  ~ Q $

-9-

1 - * - , [$ j>) " + _$ [ q ) , & $ _)>% =JA $% `AA;% > ?)@ J;JD=;J<DB 17â‚Ź

Code L10

@ !  _ ‡D

ˆ  _Š Š D k  _ ‡ R D  ÂŽ Š R Q  _Š ÂŽ R  R ŠD Q  k R  & Â? $


MĂŠtodos NumĂŠricos / Numerical Methods MonografĂ­as/ Monographs Estudio de estimaciĂłn de parĂĄmetros constitutivos en el mĂŠtodo de elementos discretos o de partĂ­culas C.A. RECAREY, E. OĂ‘ATE, J. MIQUEL CANET, F. ZĂ RATE, J. ROJEK Y S. BURREL ISBN:84-95999-84-6, 140pp., 2005 35â‚Ź (PDF 21â‚Ź)

Code M93

Se presenta un modelo numĂŠrico que emplea elementos discretos esfĂŠricos o tamQ Š $ modelo se aplica en la simulaciĂłn de rocas, suelos, medios granulares y otros materiales. El movimiento de elementos esfĂŠricos se describe por medio de las ecuaciones de dinĂĄmica del cuerpo rĂ­gido. Se emplea en la formulaciĂłn una integraciĂłn explĂ­cita, la cual, Q Q U $ Ă?ndice: MĂŠtodo de elementos discretos con ! W D  y interrelaciĂłn preliminares de parĂĄmetros R Â

Linear Algebra for Engineering A. FUSCO 220pp., 1993, ISBN: 84-87867-32-4 21â‚Ź (PDF 13â‚Ź)

Code M18

O O O cular topics of linear algebra which are fundamental in the engineering area of theore O $

Una MetodologĂ­a NumĂŠrica de Malla para la ResoluciĂłn de las Ecuaciones de Elasticidad - Finitos

Numerical Analysis for Engineering

F. PERRAZO, J. MIQUEL CANET Y E. OĂ‘ATE

39â‚Ź (PDF 23â‚Ź)

193pp., 2003, ISBN: 84-95999-43-9 25â‚Ź (PDF 15â‚Ź)

Code M81

Q~ • obtener y desarrollar la formulación del MÊtodo de Puntos Finitos, como mÊtodo totalmente libre de malla, para la resolución de $ Q~ terminar y estudiar los aspectos relevantes de ! ‡ Š % entre otros, la aproximación mediante mínimos cuadrados móviles, la función de ponderación y la tÊcnica de colocación puntual. Para un completo anålisis de las capacidades del mÊtodo, se implementarå un código que permita resolver diversos problemas, de índole mas bien acadÊmico, principalmente en 1D, 2D y en forma complementaria en 3D. U Y llo en la formulación del MPF para abarcar, ‡ ‡ ‡ % Q mas de la dinåmica lineal de sólidos.

A Comparison of Two Objective Stress Rates in Object-Oriented Codes

" &"{[' (‹ "" ) )& $ Z' "

65pp., 1994, ISBN: 84-87867-52-9

@ > Â _ Y Q Â & terminant and inverse matrix; Linear transfor Q Â " R O W Â U Â _ Y Â O [ Â * Y Â Q O R$

High-Order Accurate. Time-Stepping Schemes for

$ 4 #$ & ) % ?$ " >[ )& $ Z' " 76pp., 1998, ISBN: 84-89925-24-0 9â‚Ź (PDF 5â‚Ź)

Code M42

12â‚Ź (PDF 7â‚Ź)

Code M26

An object-oriented code, CASTEM2000, has provided the framework for algorithmic de $ > O % ! Q~ O O O U O $ @ > Â Q~ D des; Large strain solid mechanics; Numerical D Â ! D O Â X $

@ >  ? [ O % _ D O Š Y % ! Š Y % " D^ „ Š O $ "  > O Q Simpson’s quadrature rule; Numerical results; Conclusions.

-10-

A. FUSCO 458pp., 1993, ISBN: 84-87867-33-2 Code M19

This momograph concentrates on those ! R O O are fundamental in the enginering area of O $ @ >  R  Y  &  ! W Q  _ k O  O [  > O ! q  )  ! NLSE; Numerical methods for Eigenproblems;

R ! q& Â ) ! q& Â ) ! & $

Numerical Simulation of Multi; ; 5 5 _$ & _> "% $ >& q Z) + $ p 178pp., 2010, ISBN: 978-84-96736-87-0 45â‚Ź (PDF 27â‚Ź)

Code M115

In this monograph we have focused on understanding the basic physical principles of Dˆ ˆ O Œ O O $ j O Y O _ O Q ˆ O O ! Y O ! O q grangian methods are specially well suited ! X R X ! ! $ j O developed a numerical scheme able to deal O ~ O OR (density and viscosity), include surface tension, and accurately represent all types of O ˆ Q O interface. The scheme is based on decoupling O % R Q O O O k O O O X O ! $ O ! O Q U Q O the moving mesh, so that it remains sharp $ O % of freedom have been duplicated at the inter! O R ! this variable due to surface tension and variaQ R% O O O Q U in the vicinity of the interface to improve the R ! O $


MĂŠtodos NumĂŠricos / Numerical Methods $ < ! Research Reports = ' 5 > devices optimisation

% ( Application to the stochastic analysis +

element analysis

($ )[% #$ "> ']% $ p )& [$ ?'[ &

|; $% <;;B & |ÂŻ Code PI314

#$ $ Z'" & % $ ( " )& $ p 2000 & JÂŻ Code PI180

$ Z' " )& $ &{ ( <| $% `AAB & :ÂŻ

) #G . G # # ( I

Q4 $ #

Bounds of functional outputs for ( . ) of the exact solution )$ "\ % $ &> ( )& $ Z' "

:` $% <;;= & |ÂŻ Code PI299

<

- - # < # ?

$Z$ ? "? % q$[$ '# & + $&$ "& )

JB $% <;;= & |ÂŻ

Code PI300

- - ? $ p % ?$ '‘" ( + #$ _>°' q `KK $% <;;= & |ÂŻ Code PI301

_$ " > :: $% `AAA & :ÂŻ

Code PI158

* 4 $ . 2 4 Mode

$ \" (‹ [' % $ " &"{[' ( "" )%

$ Z' "

:` $% `AAA & JÂŻ Code PI151

"$ q}Z) " )& $ p <; $% `AA= & :ÂŻ

Code PI142

&$ *>* JK $% `AAB & JÂŻ

+ ' ' . Discontinuous Solution in J2 Plasticity _$ "* " % _$ Z>'_ ) >% °$ * q* "& % $ [ q & " >? " :; $% <;;: & J¯ Code PI227

Development of an adaptive mesh #$ q ' )% #$ [' )% &$ &> ' + $ p K: $% <;;< & |ÂŻ Code PI211

"$ _ ((>% ?$ Z" q "% "$ *> q> )>% #$ $ ) % [$ ?'[ & )& $ p `< $% `AAB% & :ÂŻ Code PI129

$ p <A $% `AAB & JÂŻ

$ ')[ )& $ Zq =J $% <;;| & |ÂŻ

$ ")‘)& (‹_\)& ( + $ Z' "

<J $% <;;: & JÂŻ Code PI236

Evaluation of several mesh 4

$ technique

$ - - $ en derivadas parciales lineales

) #

4;

Code PI131

# $ K ( # $

Evolutionary methods for optimal

Code PI270

$ &{ ( )& $ Z' "

<| $% `AAB & :ÂŻ

Code PI132

Code PI120

Parallel unstructured mesh #$ $ _ " % $ p )& [$ ?'[ &

<; $% `AAK & :ÂŻ Code PI98

Code PI141

# 4 ; ; 42 ) # #$ "" )& $ Z' "

:` $% `AAB% & <ÂŻ

Code PI137

$

$ Z' " % $ " &">[' (‹ "" ) )& $ &{ ( :` $% `AAB% & <¯ Code PI136

Q 4 4 $ 4 #$ & ) % ?$ " {[ )& $ Z' "

:J $% `AAB & :ÂŻ Code PI135

-11-

Surface reconstruction from clouds of point "$ q}Z) " `| $% `AAK & :ÂŻ

Code PI88

element method in computational mechanics $ p % $>& q Z)% _$ $ q>[' % "$ " >% $q "" := $% <;`; 6â‚Ź Code PI345


Elementos Finitos/ Finite Elements ! Books -

NUEVA 6ÂŞ ed.

$ $ (> )^> j> ( + "$q$ +q "

Oferta: 180â‚Ź (los 3 volĂşmenes) Vol. 1, Las Bases 6ÂŞ ediciĂłn: BA; $% <;`;% > ?)@ A=BDBJDAK=:KD=`DA 75â‚Ź

Code L120a

Vol. 2, MecĂĄnica de Solidos 6ÂŞ ediciĂłn: =K| $% <;`;% > ?)@ A=BDBJDAK=:KD=<DK 65â‚Ź

Code L120b

Vol. 3, DinĂĄmica de Fluidos 6ÂŞ ediciĂłn: |`< $% <;`;% > ?)@ A=BDBJDAK=:KD=:D: 60â‚Ź

Code L120c

Q Q |Âą @

Oferta: 160₏ (los 3 volúmenes) q ? _ ‡ & ‡

KBÂŻ K:ÂŻ JAÂŻ

k � Q Ž % _Š O % Š % O ‡ • $ W Q Ž Š $ Y “ % _Š % Q O Q Š R Q k D ‡ R ‡ ˆ $

Volumen 1: Las Bases

Volumen 2: MecĂĄnica de SĂłlidos

Volumen 3: DinĂĄmica de Fluidos

‡ MÊtodo de los Elementos Finitos. Se dirige R R mÊtodo.

& W ‡ R $ D W � * `@ q ? % Y k ! Q Š Q % D cesible a los que se han introducido al MÊtoD Š ruta diferente.

& W ‡ ˆ $ W D Â? * `@ q ? % Y k ! Q Š Q % Q W han introducido al MĂŠtodo de los Elementos Š ! $

R @ ¡

¡

¡

¡

) Š ‡ D Q % % D R Q Q Š YD OŽQ R _Š [ X & R ! Mejorada ' Ž Q D Q Q k $ Información actual de mÊtodos sin malla v Q z$

R @ R @ ¡

¡

¡

¡

% R ˆ Š k ! D

R ‡ ) Q Ž D

% Q R y grandes deformaciones

¡ ¡

¡ ¡

-12-

? % D ÂŽ U ˆ ~ Q % O D sĂłnicos _ k Q _Š ÂŽ [ X

) ÂŽ O D sĂłnicos ) Q ! D U Q )


Elementos Finitos / Finite Elements

Finite Element Methods: 1WX3I ) # q$ $ " ) % $ $ (&'+ " )&

$ _ '& , & $:|| $% > ?)@ BJDA|AAAD`<DA% <;;J 65â‚Ź

Code L77

O Q X ! O D „ Q ! O K; O Q O R ! O #$"$ Z D O % O U O D nal mechanics. Z O Q R ! O D U O Q Q O U

$ j ! O O Q O R% O Q O O O O O O % O Q QR O ! O $ Z O ‚ ! % % ! O O Q X$ O k U O @ O % D O % Q k O % ˆ O % O $ @ ¡

O `@ _ O

¡

O <@ > _ O

¡

O :@ Q k _ O

¡

O J@ _ O

¡

O |@ > _ O

)$‹ $ j>? "[ , &$:;| $% `AA|% > ?)@ BJDB=BK=DK:DJ 28₏

Code L24

O Q X Q ! O ! O _ D O ! Q O $ O Q X !$ ! O ! O O _ O O ' R% [² Q $

- ; , $ p % $ q ) + _$ q >" , & $- BB; $% `AB<% > ?)@ BJD:;;DB`:KDJ 12â‚Ź

$ ; % #

Code L1

Q D > Â? Q _Š > ÂŽ Q ? ÂŽ `| `= Q `AB<$ @ $ Q v`B z$ _ ‡ v`< z _ ‡ ˆ v: z Q Š v| z Q D ‡ v`< z $ Q v| z ÂŠ v`; D

z$

-13-

@ O R Q "$ R R% $ $ ( X k ?$ ?  ÂŒ O ! ! <& :& Q % #$ ^ $ j  > D Q % O Q ! D % _$ $ U  O ! Q R O % $ Â? j$ $ _  O ! O D O % )$D $ j D Q  & % $ #

 R ! D R % $&$ Z _$ ^ Q  Y O ! O D R O D R ! O % $ $ O  ! D ! O Q ! % $ $ k ) % &$ % _$ & X "$  Dˆ D ! X % j$ j O $  ! % D % [$ X % $ $ $ ?  D

! D Q % $ ^ XÂ ! Q R R % "$ ^ O _$ _ XX $


Elementos Finitos / Finite Elements - ; ,

Recent Developments in Finite Element Analysis

Q X " Q q$ R

`ABK% > ?)D Q @ BJD=K|:D;`|D: Code L2

$#$"$ Z'[Z % $ p )& $ $ (> )^> j> ( , & $-

AnĂĄlisis de estructuras (vol. 1)

:`= $% `AAJ% > ?)@ BJDB=BK=DJ|DK

$ p % ?$ '‘" ( + #$ _>°' q , & $-

42â‚Ź

Code L23

J== $% > ?)@ BJD=K|:D;`;D< 15â‚Ź

Code L2a

IngenierĂ­a geotĂŠcnica (vol. 2) $ q ) % $ [ ) + $ p , & $:;= $% > ?)@ BJD=K|:D;``D; 15â‚Ź

Code L2b

DiseĂąo por ordenador, tĂŠcnicas de cĂĄlculo numĂŠrico, #$ q>* "% _$ q >" + $ p , & $- JB; $% > ?)@ BJD=|:D;`<DA 15â‚Ź

Code L2c

Q >> D Q _Š > Ž Q ? A `< ~ `ABK$ q Q ~ R Y D Š Š Q ‡ � R q Š % Q‡ ‡ ‡ ! $ ~ ~ Y Y Q _Š R $

Q O ! D O Y D v #$j$ # $_$ O z$ ! ! O D O U v $>Q O Q z$ ! U ! ! Q v $ "$ $ # z$ O O ! O O vq$ _ z$ ! U ! ! O X O O R v $ � z$ U R ! ˆ ˆ Q R v_$ $ O O % $q$ ? „ % Z$q$ R $ k z$ q k ! D O O R R v $ z$ ! O v[$Z ! „ z$ O ˆ ! ! O R ! :D ! v#$? % $ ?O "$&$ j z$ U O ! D Q ˆ O v#$ $ z$ ! D O O ! O v $ " XD

O ?$ ^ ² z$ O W ! O ! D Q v $ j % $ O ! $ z$ ! O OD O v $&$ _ O _$ kz$

! O R ! O O Y % v_$ ?

^$ O k O !z$ ! R ! D O O ! k vj$[$ [ R #$ $ _ z$ Q Q v $ $?$ & z$ ! O D D O W R v_$ $ U z$ " Q q$ R O O ! v $ $ ( X kz$ [ X k W O ! ˆ D $ O X Q v $_$ XRz$ O % Y ! ! U v $[$ ? z$

@ * $ `@ v:J z% * $ <@ v<: D

z R * $ :@ v:J z

-14-


Elementos Finitos / Finite Elements ; 2 ( ) Y ; Elements For Reissner Kinematics

% ; 1WW3I (

^$ j> )> j ^>

? ^ & &> & $ $ (> )^> j> (% $ p % #$ "> ']

)& $ _' q ) , & $-%

JB: $% <;`;% > ?)@ A=BDA;DJB`DB=K;D=

KJ; $% `AA`% > ?)@ BJDB=BK=D;JDA

69â‚Ź

Code L122

O Q X O ! D O $ ! O W U % Q X % $ ^ R ! @ ! :& W O O QR O O W D O W @ O W Q " X ! U % ! ! Â O ! U % O k % O O Â O ! O % Y % Y O JD Â ! D ! ! O Q @ R ! D O % O X % D ! D % X Q % ! R ! Y R O Â ! Q O X ! U O Â Y Q Q OR O D Y$

17â‚Ź

Code L11 Copublished with Springer-Verlag

O Q X% O ! !$ $ ( X k =; O Q O R% Q ! D O ! O _ ! Q O $ O ! O Q X ! O ! O ! U O R O ! <; O R$ @  _ O v:: z _ O vA z$ [ ! O _ O vA z _ O ! O _ O v`; z$

@ Â O W Â ! O Â D O Â ) Y $

, ! # 5 Y #

Z ; Element Method

Nonlinear Finite Element % Y Z & [ 4 &

Z$ Z} % $ p )& $ j">[[ " `|B $% <;;;% > ?)@ BJDBAA<|DB`D]

`B` $% `AA|% > ?)@BJDB=BK=DKJD<

`KÂŻ v & `;ÂŻz

`KÂŻ v & `;ÂŻz

O Q~ ! O O R O O ! Y O Q D W R $ @ > Â O D

  O U D O   ! D  ! O  Y  $

$ ' J;J $% `AA:% > ?)@ BJDB=BK=D:|DA

$ *>qq % $ " &">[' (‹ "" ) )&

$ Z' "

Code M61

The Finite Element Method

Code M31

@ RÂ

D R [ ³ W O O D  O Q  ) D" O O  ° D) O  D ) O  ) Y D ) D" O % ° D) D) O  D O O  X ! $

-15-

:|ÂŻ v & <`ÂŻz

Code M21

@ >  _ O ! D  O U O  O !   > O  `& D  `& R R  D  D  D  R ˆ  `& D O R Dˆ Q  * R $


Elementos Finitos / Finite Elements $ < ! Research Reports *Z2) 4 ; Methods (NEFEM) "$ *>qq % $ ")‘)& (‹ _\)& ( )&

$ Z' "

<= $% <;;= & |ÂŻ Code PI308

*Z2) 4 ; Method for Euler equations

* 5 computational mechanics: Mesh + $ meshes $ p <= $% `AAA & JÂŻ

$ 2 2 $ # A posteriori Error Estimation for Standar Finite Element Analysis $ &{ (% #$#$ [ ( ' )& $ Z' "

:K $% `AA| & :ÂŻ Code PI75

"$ *>qq % $ ")‘)& ( ‹_\)& ( )&

$ Z' "

<B $% <;;= & |ÂŻ Code PI309

, - * -

< Y " , - ; ( %

$ p `< $% <;;; & :ÂŻ

#$ _>°' q ) % $ p + #$ " # ^ `= $% `AA| & :¯ Code PI71

- * -

2 4; % Shell Elements

; " $ ; ( % 2 # {

$ p <; $% <;;` & :ÂŻ

$ p )& $ (‘" |= $% `AAA & |¯

$ $ (> )^> j> ( )& $ p `= $% `AA; & :ÂŻ

Code PI207

Code PI154

Code PI191

Code PI149

Finite Element Analysis of

A simple method for automatic

"$q$ +q " :J $% <;;` & JÂŻ

[$ Z> )&' >% [$ ?'[ & )& $ p `J $% `AAB & JÂŻ Code PI145

Code PI203

# Error Estimator for Finite Elements $ &> ( )& #$#$ [ ( ' `< $% `AAA & JÂŻ

Code PI175

$ Graded Quadrilateral Meshes $ ' #$ "" )& $ Z' "

`< $% `AAA & JÂŻ

Code PI173

= * and Prescription of Periodical

;

"$ &>) )& $ `< $% `AA= & JÂŻ

$ 2 2 $ # $ # 2 % ?$ ? " _ )& )& $ $ (> )^> j> ( :: $% `AA= & :ÂŻ Code PI105

A Hierarchical Finite Element Method Based on the Partition of Unity

#$ "" )& $ Z' "

`< $% `AAA & JÂŻ

"$q$ +q "% $ $ (> )^> j> ( )& $ p `K $% `AA= & JÂŻ Code PI106

Finite Element and Meshless Methods

$ Z' " % $ ")‘)& (‹_\)& ( :< $% `AAA & J¯ Code PI171

-16-

Equivalent FE and BE Forms of a & ) # Solution Approach #$ #>" ' ^ `B $% `AA< & :ÂŻ

Code PI20

Finite Volumes and Finite Elements: %5 |/ ; } $"$ >& q Z ) )& $ p <K $% `AA: & :ÂŻ

Code PI26

Code PI112

z Y

$ '

Code PI172

Code PI8

Nuevos elementos de lĂĄmina cuadrilateros sin rotaciones $ $ " & + $ q " <` $% <;;B 5â‚Ź

Code PI330


Estructuras y Geotecnia / Structural and Soil Mechanics ! Books

Structural Analysis With The Finite Element Method Linear Statics $ p O ! O Q X ! O O D

! O R ! O O _ O v _z$ O ! O Q X Q O ! Q D sic course on Structural Analysis with the FEM taught by the author at the TeD O ' R ! v' z ? % ! O :; R $

Volume 1 : Basis and Solids

Volume 2: Beams, Plates and Shells

J|; $% > ?)@ A=BD`DJ;<;DB=:<D|% <;;B

J|; $% > ?)@ A=BDBJDAK=:KD`BDJ% <;`;´ Code L108b

69â‚Ź

Code L108a

* ` O Q ! O _ ! R ! O U ! ! Y D R Q % R Q % Y R O $ O O Q O Q D X O R ! O % ! O U ! ! O Q $ O Q X O O ! % ! % O % O U O W % O $ O Y O O O O k ! _ O O ! O FEM using MatLab. O Q X Q ! ! O O U R ! ! O U % ! D O ! O ! ! D ! O U O ! R $

* < ! O U ! D ! R ! O X Q % O O X % ! % Y R O % O % O Q $ O O Q O Q X O R ! O % ! O U ! ! O Q O O ! O R D $ O Q X Q ! ! O O U R ! Q % O ! O U % ! O ! O ! D ! ! O U ! D R $

´ Q Q O ) Q <;`;

-17-


Estructuras y Geotecnia / Structural and Soil Mechanics

# ( ; (

% = € $ p )& ?$ ^"} q>) , & $-

$ p + &$"$#$ j ) , & $-

:=J $% > ?)@ A=BDBJDAK=:KD:;DK% <;;=

AAK $ < $% <;;=% > ?)@ A=BDBJDAK=:KD<=DK 55â‚Ź 115â‚Ź

Code L103

Code L102

O Q X O Y Q ! O D O _ q >]% O ? O |D= Q <;;=$ O O Q X O O ! O O ! R ! Q O O RD R $ _ D % ! % O % ! O ! O ! O O $

O Q X O Y Q ! O O >>> > ! Y > ˆ D Q DO ? O `=D`A Q % 2007. O ! O D !D O D ! D O O R ! % R % D ! Y Q ˆ Q D tures.

AnĂĄlisis Matricial de Estructuras

@ R  > @ & D D D >  D D>  U  U k  > ˆ Q O € Z Q  q O O ! ! " D U Q ! R Q Q  * Q  Q @ & D O  ) O  ) D Q  ) O ! D tural analysis.

$ ?q ) % _$ "* " + ?$ '‘" (

$ 033X

R@ >@ R q  >  >>@ D Q @  & % ! € !  &R   [ O  >  >

 _ DQ R D R  _ D models; Authors index.

<<: $% <;;=% > ?)@ A=BDBJDAK=:KD;=D| 26â‚Ź

^$ "') ) )& $ &{ ( , & $- Code L95

Q ƒ> D

‡ _ … W D > $ Š % Y ! R W Q

‡ _ D % _Š " k% Q

‡ $ q ! ! ~ $ { @ [ Q ‡  q Š ‡  ÂŠ k D ÂŽ Q  _ k R W Q  _ k ! R Š ‡ Q $

<:J $% <;;=% > ?)@ A=BDAK=:KD:`D: 65â‚Ź

Code L104

O Q X O Y Q ! O &_ <;;=% O O > ! _ % O [² Q ! Q << <J% 2007.

~ O _ O O O ! R !R U W D lity requirements. The assessment of both the quality of the model v z O W R ! O O v U z O ! R ! O U D $ & O Y R ! D

% W R D R % O O ! D k O O W R$

-18-


Estructuras y Geotecnia / Structural and Soil Mechanics ? ( )? $j$*$ Z * JB; $% <;;=% > ?)@ A=BDBJDAK=:KD:BD< 52â‚Ź

Code L106

Q ‡ _ ‡ D R ! YO Q‡ _ ‡ _ Q D R ~ @ O % % % % D ‡ � % ˆ % $ ‡ Ž @ % ‡ % % q R _ ‡ _ % > D q R % Q ~ R q $ Q ‡ `A; U % A; ~ R `;; ! Q Q ‡U $

? ( _$ Z>'_ ) > + _$ "* " % `|< $% <;;=% > ?)@ A=BDBJDAK=:KD<;D=

@ > % % ‡ % D % q R ! ‡ % > R  Q ˆ ~ % D % ? Q • $

$ 0336 )$‹ $ j>? "[ )& $ &{ ( , & $JJA $% <;;|% > ?)@ BJDA|AAADB`D` 70₏

20â‚Ź

Code L99

Q ƒ_ ‡ …% W Š > D

% R ? % > Ž Q “Q $ Q ‡ %

‡ ? R Ž ‡ ! D � > Ž $

Code L91

O Q X O Y Q ! O D &_ <;;|% > ! _ % O ? ! Q B `;% <;;|$

q Q ! ‡ D Q $ Q~ U ‡ ! k R ‡ $ ~ D ‡ $

O _ Q O U _ O $ O ! D R O O O % D ! O $ q O O ! ! D R $

{ @ >  & ! k  & ! k  & ! k  > U ! k  Q ÂŽ $

O R X R ! R D O O R $ _ % O R ! O Q R O O O O O O OR D ! $ R% O Y ! Q $ R% O O O Q QR O D O D OR% O O W % O O O D R ! O !% O Y ! Q $

$ p )& ?$ ^"} q>) , & $-

@ R % Q @ D D U % %

 % O O $

% = € 0336 J:B $% <;;|% > ?)@ BJDA|AAADB:DB% 59₏

Code L90

O Q X O Y Q ! O O >> > ! Y > ˆ D Q D _ Q <;;|% O „ % Q <D|% <;;|$ O ! O Q D !D O D D ! O O R ! % R % D ! Y ˆ Q $ O Q X R Y Q ! % % ˆ Q Q % O % ˆ Q ! % $

-19-


Estructuras y Geotecnia / Structural and Soil Mechanics

# " ( ; Applications

% = € 033G

&$"$#$ j )% $ p )& ?$ '‘" ( , & $-

$ p )& ?$ ^"} q>) , & $-

`<`J $% < % <;;|% > ?)@ BJDA|AAADB;D:

J:B $% <;;:% > ?)@ BJDA|AAAD<AD:

110€

Code L88

O Q X O Y Q ! O O O O > ! R v _ q *>>>z% O ? O |D= Q 2005. O O Q X O O ! O O ! D R ! Q O O RD R $ > ! % O % ! O ! O ! O O D sented.

$ 033G

49€

Code L71

O Q X O Y

Q ! O O > ! Y > ˆ Q D _ Q <;;:% O ? ! :; # < # R <;;:$ Y ˆ Q O Q D R ! R ! D R O U D % O $ R Y Q ! % % ˆ Q Q % O % ˆ Q ! D % $ O Q~ ! _ Q <;;: D !D O D O O R ! % R % ! Y ˆ Q $

)$‹ $ j>? "[ )& $ &{ ( , & $`K: $% <;;:% > ?)@ BJDA|AAAD:;D= 70€

Code L73

O Q X O Q ! O <:` ! <A O ! O > ! ? _ % ! R _ % > ?_ ‚;<% O ? % % # R `JD`=% <;;<$ O ! D O &D" _ $ ~ ! Q D % ! R % Q % Q % Q D R % Q R% % OD

% U % U

% O O % O O ! % % % %

O % % D O Q % Q R X % % % ! R Q R% ! % O % O ! % O $ O Q X O &D" _ D ! > ?_ ‚;< Q Q O ! X Q „ Q D % ! R ! O ! O O D fare of society. @ R % Q @ D % _ % % [ D R% > % _ O " O % _ O! ) _ O % k > Problems.

# " ( ; Applications &$"$#$ j )% $ p )& ?$ '‘" ( , & $<KJ $% <;;:% > ?)@ BJDA|AAAD<<DK% O &D" _ 69€

Code L88

O Q X O Q O &D" ! O O O > D ! D R v _ q *>>z% O ? O =D`;

<;;:$ O O O X O QR O ! O <K; O $ > Q O O D

O ! R Q O D O ! U O W $ O ! ! R Q Q O % O O ! O $ > ! % O % ! O ! O ! O O $

-20-


Estructuras y Geotecnia / Structural and Soil Mechanics

? # ?

; ? ( Z Y $ qq "

$ qq "% $#$ ? "? " % )$ ?q ) % #$_$ ) % $ "% #$ " ? p % #$"$ % #$ % $ &{ ( "">qq % #$ ")‘)& (‹ ‘ (% q$ [ & + % $ [� _ % &$ $ q� (% #$ q� (% #$ q'?q>) "% ?$ q' > )>% *$ _ " {) (% #$ $ _ +'[ % #$_$ _ )\)& (% $ _>" * % $ ) * "" % $ qq "% $ p % #$q$ \" (% #$_$ '>[% _$&$[$ 'q>& % #$ ?">) % "$ ( " )& $ ( q _

<BK $% <;;`% > ?)@ BJDBAA<|D=KD: 35â‚Ź

|=K $% <;;<% > ?)@ BJDA|AAAD;KDJ 49â‚Ź

Code L60

q k D k% ‡ % % % $% D % Q ! • ! W W k U Q R Q $ Q % ! k R Q ‡ R % Q‡ R R ‡ ! k ‡ $ Q Q Q W “ Q D $

? " ( 1 ; # estudio de secciones #' ) _>°' q ) ! <;;;% > ?)@ ?" _ q @ BJDB:;`D:ABD: `A%<:¯

Code L51a

Q~ Q % ! R k % ! ‡ % W W O k R U Q $ q Q Q Q Š ! ! @ $ $ $

? " ( 0 ' prismåticas #' ) _>°' q ) ! <;;;% > ?)@ BJDB:;`DJ;;DA `A%B:¯

Code L51b

Q~ Q % ! R k % ! ‡ % W W O k R U Q $ q Q Q Q Š ! ! @ $ cimne.com

-21-

Code L52

Q ! ! ‡ Š % R Š Q ‡ R ‡

Š $ q Q ~ R ‡ ¾ ‡ ! œ R ¾ ‡D

œ Q ! $ Q R � W R R ! ! ‡ W “ $ R ‡ R Q Š R % Q~ ! W R k $


Estructuras y Geotecnia / Structural and Soil Mechanics

) + # #$"$ % &$_$ " )[ q )& $ $ ) j ^ , & $- JA| $ย &D" _% <;;<% > ?)@ BJDA|AAAD;|DK 90โ ฌ

Code L63

O Q X O Q ! O <:` ! <A D O ! O > ! D ? _ % ! R _ % > ?_ ย ;<% O ? % % # R `JD`=% <;;<$ O ! D O &D" _ $ ~ ! Q % ! R D % Q % Q % Q R % Q R% % D O % U % U

% O O D % O O ! % % % % O % % O Q % Q R X % % D % ! R Q R% ! % D O % O ! % O $

Structural Analysis of Q ( Numerical and Experimental Techniques

Structural Analysis of Q ( the Numerical and Experimental Techniques $ " % #$q$ [ )(ย q (%

$"$ _ "{ )& $ p , & $- :|J $% `AAB% > ?)@ BJDBAA<|D<KD= 48โ ฌ

Code L41

O Q X O D ! O QR Q ! O >> > Structural Analysis of Historical $ O O Q X D O D O > O Q~ O ) D Q `AA|D O Q O O O ! D O R% R OD

W $

Estructuras Sometidas a Acciones Dinรกmicas $ "% $ qย ( q_ ) % $ qq " , & $J|; $% <;;;% > ?)@ BJDBAA<|DKBD<

$ " % #$q$ [ )(ย q (%

$"$ _ "{ )& $ p , & $-

36โ ฌ

:;; $% `AAK% > ?)@ BJDB=BK=D==DJ

W R ย Y ย ย $ q ! ย Q % ย ย ย $

48โ ฌ

Code L33

O Q X O D ! O QR

Q ! O > > D

R ! Z D $ O Q X O O ! O Q ! O Q O W ! % R ! O $ > % D ! O $ > %% ย O O ย O O R

O O

O O R O $

Code L48

ย ~ R ! D

R D

ย % W Q % Oย R % ย % % O % % Y D % $ Q ~ ย ~ R % R W Q W ย D Q Q W W

ย ย D

ย $

ย $

-22-


Estructuras y Geotecnia / Structural and Soil Mechanics

2 $ Applied Mechanics

$

? ^ >) Z ) '" # Z) ?$ _ " >)% ?$&$ " &&+ , &$-

^$ [>qq % ?$ )[ "}_% q‹ )>q )% )‹ j>? "[ )& $ Z_ ) , & $-

J`< $%`AA=% > ?)@ BJDB=BK=DA:DK

::J% `AA=% > ?)@BJDB=BK=DAJDJ

36â‚Ź

Code L34

O Q X Q ! U R ! % R R$ O D ! O Q X ! O ! O O O ! O R$ > Y D O O O ! O Q ! Q O Q O ! ! O U $ O Q X O ! O Y O Q O R ! !$ # O Q ?$ _ $

36â‚Ź

Code L35

O Q O O R & ! O [² Q # `AA=$ > ! ! % ! ˆ % D R $ O ! O O Q X O ! R O % D ! k O OR$ O Q X X R O J; Q ! ! $

$ 5 . % #+ = *

/+ %

/ #

$_$ " # )&" ) )& "$ $? " , & $-

*$ jq j ^+ , &$-

:;< $% `AA|% > ?)@ BJDB=BK=DK`DB

`$`B; $% `AA=% > ?)@ BJDB=BK=DA=DA

27â‚Ź

Code L25

O O O R q O ~ O O > D ! v> ‚A|z _ q % Z # R :;D $ :% `AA|$ O <B „ O ! U $ " ! O ' ) R O ! O ! !  _ _ ! Z O D" Q % D q ! > & ! % _ ) > $ O Q X Q „ O ! O Q $

-23-

89â‚Ź

Code L36

O O ! > _[‚A=% O O

! ! O > ! _ O D [ R% O ? v z% $ `AA=$ O ! O O _ D O [ R ˆ QR O ! O O D O `|; Y Q O Q ! O U $ > O % R ! v O O ! O ! z O D $ X % X ! % R $ > O % O Q X Y ! O ! O O end of the millennium.


Estructuras y Geotecnia / Structural and Soil Mechanics

? - ; ( ? ? lineal

Estructuras Sometidas , (

?

$Z$ ? "? + #$ _>°' q )

$ p

K<; $% `AAJ% > ?)@ BJDB=BK=D`;D:

B|; $% `AA|% > ?)@ BJDB=BK=D;;DK 39â‚Ź 42â‚Ź

Code L22

Code L14

Š U v_ z Š ŠD ‡ R k ‡ D $ Q Y D Q _ ‡ ‡ ! ÂŽ % Q R D R % % ‡ R ! D Q R ‡ $ ÂŽ Q ‡ % R W Q % ‡ _ R D $ ÂŽ R k R R ~ $ @ Q‡ ‡  > _  U Q  Q‡  Q ‡ k R D  Y  Q Q     Ž ^ OO   Ž " D_ Â

‡ ‡  q‡ R Â

‡ ‡  k R k ‡  _Š Q U D R U  " %

% % Q R D Š  Š U ‡  Š $

# 2 Mathematics of Materials

D ‡ ‡ R ! ‡ D % Q Q Q > ÂŽ ÂŽ k W D Š Q $ Q Q ! R ‡ % O W W ! U Q ÂŽ Q $ R Q Q % ÂŽ $ & O % Q % Q W Q $ ÂŽ R ! k D $ ÂŽ O D Q % O Q Š D % ~ R $ @ ÂŽ  D ! ‡  & D  Ž ‡ R D guamiento de las estructuras; Sistemas lineales con un grado de Q ÂŽ  Q Â

‡ ÂŽ  D ÂŽ k  & U Š ÂŽ k ‡  Q D Dˆ  U D ÂŽ  " ÂŽ D $

# WX &$"$#$ j )% $ p )& $ Z>) ) , & $- Two volumes

"$ $ ? " )& _$ $ ? + , & $-

2.300 $% `AA=% > ?)@ BJ‹B=BK=‹=`‹|

|;; $% `AAK% > ?)@ BJDB=BK=D=JD]

89â‚Ź

36â‚Ź

Code L29

O O R " & R O O # O Z X ' D R # `<D`|% `AAK% ! O `AAK _ _ O € _ ! $ O „ QR O U ! O ! O ! O O _ O _ O ! _ $ @ & O % O X ! Q R @

R ! U O ! % ? O v< z O v| z R v| z q W R vK z O ! D v= z v< z O R v| D z R vA z$

Code L32

O Q X O <:; O O > ! R v _D q *z O ? O `=D<; _ O `AA=$ O D O O O O ! O ! @ v z Q O D R U U % O O O ! O Q O O % O % XD R Y $ v z O O % O W % % O U $ v z O ! R D Q % ! % O Q and analysis of standard concrete and steel structures as well as of $ -24-


Estructuras y Geotecnia / Structural and Soil Mechanics AnĂĄlisis Experimental De Estructuras

# ( ; Applications

$ ?q ) % $ qq " + qq$ [>q $ p % &$"$ #$ j ) )& ?$ '‘" (

:JK $% <;;B% > ?)@ A=BDBJDAK=:KDJ=DJ

<;;A% > ?)@ A=BDBJDAK=:KDKADK% &D" 36â‚Ź

Code L112 75â‚Ź

En este libro se recogen los temas desarrollados en la asignatura ƒ

‡ Y R _ k … W Š > Ž R ? $ Q R ‡ Q  % W W Q ‡ $ q W D O Y " _ % R ‡ & ‡ Q‡ $

Code L115

O Q X O Y Q ! O O _ q ]% O ? O <DJ D Q <;;A$ O O Q X O O ! O O ! R ! Q O O RD R $ _ D % ! % O % ! O ! O ! O O $

@ ÂŽ `@

‡ Ž <@

‡ Ž :@ > D Ž J@ Y Ž Ž |@

? . .

$ &' "& j$*$ Z * :BA $% <;;A% > ?)@ A=BDBJDAK=:KDKBDA

$ 033W 033W

52â‚Ź

Z$ ? '>qq "& )& $ &{ ( <<; $% <;;A% > ?)@ A=BDBJDAK=:KDKJD` 65â‚Ź

Code L113

O Q X O Y Q ! O &_ <;;A % O ! O > ! D _ % O ? ! _ R <| <=% <;;A$ ) _ O O k ! D R@ Y Modeling and analysis and as a design tool in a extremely wide R ! Q $ Z % O ! O QR ) _ QR $ O Q ! O W R ! O ! ! Q ! Q R ! ! O O O ! O Y ! $ O O O W W R D O $

-25-

Code L118

Q Q @ _ ‡ _ D

@ ?‡ % W ~ Q _ ‡ _ @ _ D

O Š del Problema de Valor de Contorno Inicial. Este trabajo describe ! YO W D contrar en la literatura y que se desarrollan dentro de diferentes ‡ Q $ ‡ Q Ž W W Q @ Z % v W � R ! z% v W � R ! z% % % * D % _ ‡ � v W � R ! z$ Š ‡ `J; U % R `:| ! Q Q ‡U $ @ >  Š $ ‡  Z D  Š ?$ & B ‡D R Ž   $ D   Š $ * Q  * D  _ ‡ �


Estructuras y Geotecnia / Structural and Soil Mechanics

. Z $ Histรณrica

4) . ; Applications

q'> $ [ & +

$ p )& &$"$#$ j )

<=; $% <;`;% > ?)@ A=BDBJDAK=:KDB;D`

JK: $% <;;A% > ?)@ AB=DBJDAK=:KDB<D|

38โ ฌ

Code L121

En la formaciรณn actual de ingenieros generalmente se asocia el feD

Q q % W atribuye el descubrimiento del fenรณmeno. En este libro se examiD

! ย Q R % U W ย R Y D R W ย D $ Q % # ) % " q * R ! k _

R ย $ & ย R _ O Q X Z % `| ย Q ~ Q $ q Q R Q ย R q D R ? R U ]>]$ q ย Q Q YY% ย O X $ W ! ย O X D ! R Q ! D W Q ~ ^ Q k `AJ|$ W ^ $ ! ย Q % Q R ย Q % ย O % ย W D O % W ย ~ R O R sociales concretas.

50โ ฌ

Code L119

O O Y Q ! O O > ! D ? _ O v " > q <;;Az% O ? % ) D Q <|D<=% <;;A$ PARTICLES 2009 addressed both the fundamental basis and the Q R ! ! O DQ D O O Q R ! R ! Q $

% = ย $ $ p )& ?$ ^"} q>) <;;A% > ?)@ A=BDBJDAK=:KD=;D<% &D" 55โ ฌ

Code L117

O Q X O Y Q ! O O >* > ! Y > D ย Q D _ Q <;;A% O ย % Q |D=% <;;A$ O ! O D !D O D D ! O O R ! D % R % ! Y Q ย Q $

@ > ย Q O O D O ย ย Q D Q R ]*>>>ย Y Q ]*>>>ย D ย Q ]*>>>ย & D ย Q ]*>>>ย " D

Q ย ย ย ]*>>>ย Y ]>]ย D ]>]ย q ย Q O UD

]]ย q ย Q ย ย ย ^ ย ย ย ^

-26-


Estructuras y Geotecnia / Structural and Soil Mechanics

, ! Nonlinear analysis of orthotropic

€ 4 interaction #$[$ * q&\ % $ p % #$_>°' q

< - en medios tridimensionales

, discontinuidades fuertes de (

; # ? $

$ ?q ) % #$ q>* "% $ $ Z'

J|ÂŻ v & <=ÂŻz

$ _ "‘)% $ p + #$_$ ) :B| $% <;;=% > ?)@ A=BDBJDAK=:KD<KDA

<`A $% <;;=% > ?)@ A=BDBJDAK=:KD:=D| :<ÂŻ v & `AÂŻz

Code M107

> O X% Q O O ! $ > O ! O X% D thodology for the analysis of geometrically

O Q D D! O Q O UQ ! O D $ O ˆ ! O X D

QR O Q ) D X W % O O QR Q k W D U $ O O ! O W O O O X D Q R ! W % O ! O R X ! O Œ R QR O ! O ! O D R U $ > % O k O ! ˆ Q O O ! O W $ @ >  O D nics; Structural dynamics; Fluid dynamics; D  $

A model of material failure for reinforced concrete via # = # &$q$ q>) " % ]$ q>* " )& $ $ Z' <;B $% <;;=% > ?)@ A=BDBJDAK=:KD:JDJ <AÂŻ v & `=ÂŻz

Code M106

> O X D ! Q O ! ! % D $ O X O D QR ! D

R O v & z v `AAKz O ! U O O Y O R v € `AK;z$ @ >  ! O  ) Y  % Q ! $

<:A $% <;;=% > ?)@ A=BDBJDAK=:KD:|D` J=ÂŻ v & <BÂŻ z

Code M105

• ! D Ž D ! numÊrica del fallo material de estructuras. q Q~ Q O ~ Q k ‡ Š R O W U Q obtenidos. { @ > %

@ ŠD ! D  Q R Q k Y D Š  W Y  ‡ !  D tudio del fallo material; Conclusiones

? histĂłricos mediante modelos ' <

Code M103

En el desarrollo de este trabajo se ha estuD ‡ % ! R D Ž W Q $ ‡ O k D W U k D D R ‡ k D R ! Q ‡ @ lineal o no lineal. { @ >  " U  Ž  q !  q !  Š $

' < - 4 $ laminados compuestos $ " qq>)>% $ qq "% $ p <`; % > ?)@ A=BDBJDAKD=:KD`;DB

"$ q _ ) % _$ "* " + $ "

<:A $% <;;=% > ?)@A=BDBJDAK=:KD<KDA

<BÂŻ v & `=ÂŻz

:=ÂŻ v & <<ÂŻz

Q~ Q ~ % ! % Š D ! k UQ % Y ‡ $ ! Q D

v z vO Š z QD ~ Q ‡ vO Š z$

Code M102

Q~ • D siste en elaborar un modelo no lineal de ‡ % Q _Š % O Q !‡Q $ O D ‡ YO D Q % W ! ‡ k U % R D cadas diferencias entre la resistencia a tracD R $ { @ >  q Q !‡Q U O  _  D U  D k Â

‡ semicircular con carga asimĂŠtrica; Estudio ‡ Q ~ ˆ Y Â

‡ _  Q ‡ Â

-27-

Code M100

{ @ >  _ ‡ D  _ ‡ D  _ UQ  > D mentación numÊrica; Validación y calibraD   $


Estructuras y Geotecnia / Structural and Soil Mechanics ? % 4 ? ' $ Q < ( Â 0 < 2

Topics on failure mechanics ]$ q>* " =; $% <;;<% > ?)@ BJDA|AAAD`|D:

_$ "* " + #$ [ " { "> )

_$ "* " % _$ Z>'_ ) >% °$ * q* "& % $ [ q & " >? "

`J< $% <;;:% > ?)@ BJDA|AAAD:AD;

=` $% <;;:% > ?)@ BJDA|AAAD:KDK

<<ÂŻ v & `:ÂŻz

<=ÂŻ v & `KÂŻz

<|ÂŻ v & `|ÂŻz

@ ' W % R D Q R O R D O _ O v`& z O R O _ O v:& z & Q ! D R $

Code M83

Este trabajo se centra en el estudio del riesgo U Š O vZ "z$ Š O “ Â? $ q Z " “ ÂŽ O % D % O % D k R U Q $ @ > R Q~  HiD  &  Z k Â

‡ D ‡ Z " $

Un modelo del fallo material en < +

, # ,

' &$q$ q>) " % ]$ q>* "% $ $ Z' <;J $% > ?)@ A=BDBJDAK=:KD;AD< <AÂŻ v & `=ÂŻz

Code M101

Q ~ % R ! Q W Q ! O D % k Ž ! v `AAK z ! U R Ž k v € `AK;z U D $ { @ >  D  ~ Š  D clusiones.

Simulation of temperature and 2

$

Code M78

O X Q ! ! O ! Q O Q k #< Y Y v O z$ #< % O O Y D

$ O k O >> ! R O k $ ) Y O O O ! D ! R Q X Q R Q % R ! ! X ! O $

Anålisis Estructural de la 'Y Y ‚ , _$ _ ) % $ " + _$ "* "

``B $% > ?)@ BJDA|AAAD|;D` <=ÂŻ v & `KÂŻz

Code M89

q Q~ @ kD W O O U Q � $ ' k Q D Q ~ O $ > U D � vU % ! z kW % ‡ O $ U Q ‡ R D % Q !‡Q % Š ‡ $

' [ orden en mecånica de sólidos °$ * q* "& % $ [ q & " >? "% _$ "* " % _$ Z>'_ ) > <`J $% <;;<% > ?)@ BJDA|AAAD`KD`

_$ "* " + _$ [ q ( <JÂŻ v & `JÂŻz

=B $% <;;:% > ?)@ BJA|AAAD:JD] <|ÂŻ v & `|ÂŻz

Code M76

O ! O O !R O ! D ! O U _ O `D& model. It includes the analysis of the Rialb " $

Code M69

Q~ Q ~ ! ŽU % Q R U % D k Q Q D Q ‡ % ‡ R D ‡ #<% tanto en contexto de las deformaciones inD U ! $ -28-

Code M68

‚ Y , ferrocemento para construir en , desarrollo #$ _ �% $ _ q>) + $ [' & `=; $% <;;|% > ?)@BJDA|AAADK|D] ::¯ v & <;¯z

Code M91

• Q � R D ! Ž Ž $ Š ! O D O W W D ‡ Ž Ž D % W Ž Ž ‡ Q ! W Ž Ž $ % v Š Š z O W U ‡Y Q ~ Ž ‡ $

Numerical Simulation of the $ ƒ

_$ "* " )& $ Z '_ )) B: $% <;;:% > ?)@ BJDA|AAAD:BD< <KÂŻ v & `KÂŻz

Code M82

O ! O X !R O D ! ! O U D _ O D % QR $ v`AAAz$ O ! ! O ! O O D O k D QR _ v`AAJz% ! O D Q D $ O O O Y D ! _ v`AAJz$


Estructuras y Geotecnia / Structural and Soil Mechanics An overlay J2 Viscoelastic " " '

" # 2 4 Models

$ < # < ( - - # =

M. CERVERA _$ "* " )& _$ Z>'_ ) >

== $% <;;:Â > ?)@ BJDA|AAAD:=DJ

$ " % $ &{ (% #$q$ [ )(‘q (% $"$ _ "{% $ _ q>) + $ p

<|ÂŻ v & `|ÂŻz

:J; $% <;;<% > ?)@ BJDBAA<|DAAD<

K: $% <;;:% > ?)@ BJDA|AAADJ`D< <JÂŻ v & `JÂŻz

Code M79

Code M85

O X ! R R #<D* D* D D* v D#<D***z O O O ! Q O O ! $ O ! O ! D % O O ! ! $ O k to the material mode II fracture energy and O k $ O O Q[ Q k _ O v [ z D Y W ! O ! O k % „ Q Q R ! O D U ! D $$ R O Q ! O ! $ ) Y O O O ! R% ! R Q X Q R Q $ O D Q R O D % X O Q O O D O $

% in Failure Mechanics

@ * RÂ > Â D $

%5 4 Dimensional Solids $ _ )> [ % ]$ q>* " )& $ Z' `=< $% <;;:% > ?)@ BJDA|AAAD<;D] <AÂŻ v & `=ÂŻz

Code M72

O Q~ ! O O D Âł ÂŒ Q D O O ! Y Q O O D k $ O R O D ! O O ! $ @ > k $ O R D O% O Q D @ O $ X strategies Stability and uniqueness issues. ) Y $ ! D $ O W Q O ) O $

:;ÂŻ v & `BÂŻz

Code M65

Q R D Q Ž R O Q U % Q ? Ž :% J R | Q <;;<$ q ”D R Y % % ‡ ŠD k R Š ! k % R U k v O ! Q % ‡ Q !‡Q z$ D R Š Q

Q % Š v U R D ! k % _ŠY z Q Y v O Q D U Q D ! Q % z$

Q < „ 2 ( Z / , ‚ Material #$_$*$ [Â?_ (% $ *‘(°' ( + q$ ['qqÂ?

? ‚

`:= $% <;;`% > ?)@ BJDBAA<|DB;D`

?$ q' > )>

<;ÂŻ v & `<ÂŻz

$j$*$ Z * )& ]$ q>* " <;= $%Â’ &D" _% <;;:% > ?)@ BJDA|AAAD<;D]

Code M60

`K| $% <;;:% > ?)@ BJDA|AAAD`ADK <|ÂŻ v & `|ÂŻz

Code M73 <AÂŻ v & `=ÂŻz

O X O O ! k O O O O & R O v & z ! O v:&z Q $ O D ! O X O O W D % ! % Q O D $ @ > Â D R O $ _ Q ! ?* Â & k $ " $ D ! ! O X$ Y Â ? Q ORÂ > Y$

Code M71

• W k � D Y % ! Q Š D Y D R Š U $ q • D � W � ! R _ ‡ $

-29-

Q ~ k D O Q Y ‡ ! Q O % R QD ~ ‡ ‡ D Q Q � hormigones. @ >  en referencia del tema del reciclado de horD  ‘  O ‡ D tes de hormigón; Conclusiones; Referencias.


Estructuras y Geotecnia / Structural and Soil Mechanics ? * 4 $ qq "

, $ < del deterioro en estructuras de <

Error Estimation and Adaptivity 5

$&$ Z )[ )'% $Z$ ? "? + $ p

_$ "" + % $ &{ ( )& $ Z' "

_ :A% <`B $% `AA=% > ?)@ BJDB=BK=D;`D`

``J $% `AA=% > ?)@ BJDBAA<|D;|DJ

:KÂŻ v & <<ÂŻz

`<ÂŻ v & =ÂŻz

`=| $% <;;<% > ?)@BJDBAA<|DA|D] <;ÂŻ v & `<ÂŻz

Code M63

• ƒ ‡ D … $ Y D ! W R W Q ~ ‡ ‡ D $ W • R ~ ‡ R ! k $ @ D > D ? D

‡ D " D

‡ D

‡ D _ D _ $

& # Approach in Finite Deformation ( % Numerical Simulation #$ q>* "% $ Z' % &$ 'q>& )& $ _ )> [ KA $% <;;`% > ?)@ BJDBAA<|DBAD| <;ÂŻ v & `<ÂŻz

Code M62

`@ O $ X O R O ! X ! k O <@ ) $ > O ! O R U O Q R% ! W R D O & R O% ! Y R O O X `% O k O ! O X O $

% - materiales compuestos mediante , ' <

Code M39

! Ž D � Q % % D R Q~ $ Q Š Ž R Ž Q k $ & O Ž Ž U % ‡ “ R ! $

% * - $ "% $ qq " + $ p :|; $% <;;;% > ?)@ BJDBAA<|DKKDK :AÂŻ v & <:ÂŻz

Code M64

Q ~ Q ÂŽ R ŠD W O Q k Š O k $ @ > R  Ž O k Â

R $ $

@ > Â RÂ * " Â

R O ? q D Q Â Â O kR _ Â

R O _ k ) & $

' < . ? # < * - de Discontinuidades en MecĂĄnica de SĂłlidos $ _ )( q>% ]$ q>* " + _$ "* "

W D Š ŠD U $ Q~ D

Q ~ ÂŽ W D % ÂŽ R U Â? ! ! k W $ @ >  D  _ D  ÂŽ k  ! k UQ D k >  ~ $

% Q 2 ' ; q$ ['qqÂ?% "$ [ '% $ [' & + Z$ q&>* " ``; $% <;;;% > ?)@ BJDBAA<|DK:D` `:ÂŻ v & BÂŻz

<JÂŻ v & `JÂŻz

> O X% O Q R D O Y ! W D Q O materials.

Code M57

Code M54

$ ( q _ % #$_$ ) + $ qq " <<B $% <;;<% > ?)@ BJDBAA<|DAJD`

Code M40

Ž R resultados obtenidos en el contexto de un YO Y D k O ! k UQ % k R D $ � Y O Q O Q v D<;% D:; R D=;z% O UQ ‡ R ! $ -30-

<|K $% `AAB% > ?)@ BJDBAA<|D:`D` `BÂŻ v & ``ÂŻz

Code M44

& ~ Ž D Q k ! % Q k Q ‡ ŠD $ Q ~ Q “ � R Q Q D ‡ Q R

Š D % k $ D sente trabajo se centra en el mencionado ‡ % W R D Ž • Y ‡ $

? + ‚ # & ' < de Placas Empleando Elementos Finitos Mixtos q$ _$ ? (( `K; $% `AAJ% > ?)@ BJDB=BK=DJ<D` `K¯ v & `;¯z

Code M24

U ‡ Š Y ‡ D R ! D

" R O ‡ $


Estructuras y Geotecnia / Structural and Soil Mechanics # Â… #( $ 2 )

? , Elementos Finitos

&$ ? )& $ $ "> >

#$ qÂ? (% $ qq " + $ p

`:: $% `AAA% > ?)@ BJDBAA<|DJ:D=

`:J $% `AAB% > ?)@ BJDBAA<|D<AD`

<`ÂŻ v & `:ÂŻz

`BÂŻ v & ``ÂŻz

Analysis of Beams and Shells Z 2 4 ; ; 4 ; " Formulation #$ # *> *> )& $ p <=; $% `AAA% > ?)@ BJDBAA<|D:KDJ

Code M49

Code M46 `BÂŻ v & ``ÂŻz

O U Q~ ! O O O R ! ! O Y ! O ! O Q R Q O ! Q % R ! Q Y Q $ O R ! Q R ! Q O O ! the aims of the research. @ > Â Q~ Â D R ! Q Â D R ! XÂ j Q R RD ! Q Â O Q R ! ! Q YD Q Â j Q D R Q O ! Q D Â Â " ! $

Z % 4† 4 ? Q < % ( < < Q 2 _$ "* " % #$ q>* " + $ " `J: $% `AAA% > ?)@ BJDBAA<|DJ=DY <J¯ v & `J¯z

Code M51

Q~ Q ~ D ÂŽ W k U O % ÂŽ D % R Â? R conjunto de medidas que faciliten el control de calidad de las obras. @ > Â Z R D ~ Â & R Â

‡D Z "$

- $ $ & ' < % <

q Š ‡ k v ‡ D z Q Q W D ‡ Q~ ‡ ÂŽ $ @ >  & ÂŽ  ÂŠ D ‡  D O k  Q D R Š  ? Q • $

O ! O X ! @ O O Q ! O * O W O ! X ! O Y Z Dj O k ! Œ D! U D ! Q % O R $ The study has been carried out in two subD W O O D Q % R$ O Q $

Tratamiento del FenĂłmeno de ; ?

in Solid Mechanics Via Strain $ Y

$ ' " + $ qq "

#$ q>* "

=; $% `AAB% > ?)@ BJDBAA<|D:;D|

|A $% `AA|% > ?)@ BJDB=BK=D|JD|

AÂŻ v & |ÂŻz

AÂŻ v & |ÂŻz

Code M45

@ >@ Â > D % ^ @ & D U % R R Â R R ! Â R R ! R Â X Â >>@ ) Â > Â W Â " ! ! O X @ O Q R Â j X ! Â Y Â

@ O D R OÂ ) Y Â Conclusions.

@  >  D Q‡ Q !  q ! ‡  ~ D Ž ! $

% # % * 5 %

%- Q < $

`;= $% `AA|% > ?)@ BJDB=BK=DK|D;

q$ ['qqÂ?% $ [' & + $ _>" _? qq

O O > ">q _ j X O O R ! ! O ) v O AJ‚z O =DA ) $ `AAJ ? D

% % O ! O O O O$ O O % „ QR Y ! > R% ) O % '$^$ O O ! O D X O $ > O ! O O D Q $

#$ ' >p )% $ p + ?$ '‘" ( <<< $% `AAA% > ?)@ BJDBAA<|D:|DK

`|ÂŻ v & AÂŻz

`BÂŻ v & ``ÂŻz

Q ~ ‡ Q O ! Y R% ‡ Q % ‡ Š frente a la actuación de la acción tÊrmica ambiental.

q • D Š k D $ Q ~ D gación se basa en la busca de una distribución ŽU W “ Q $

Code M28

Q ~ D % Q ‡D

% W D ! Š Q ~ $ tratar en forma conjunta fenómenos acoD % Q ! � % % ! R $ ! Q Ž R � R Q U k Ž % k ! ! $

`:A $% `AA|% > ?)@ BJDB=BK=D||D:

Code M47

Code M43

Code M29

-31-

"$ [ '% $ [' & % $ $ Z Z

`=ÂŻ v & `;ÂŻz

Code M32


Estructuras y Geotecnia / Structural and Soil Mechanics * $ anĂĄlisis dinĂĄmico elastoplĂĄstico no lineal de estructuras laminares

< * - , Q <

- $ ' ? de Estructuras de Materiales

_$ "* " % #$ q>* " + _$ [ q>)& % $ )& + % $ p )& #$ _>°' q

`KB $% `AA`% > ?)@ BJDB=BK=D;|D;=

$ p % $ qq "% $ ? qq + #$ _>°' q CANET

:KÂŻ v & <<ÂŻz

<=K $% `AA`% > ?)@ BJDJ;JDBKBJD=

<;J $% `AA=% > ?)@ BJDB=BK=DA;D` `BÂŻ v & ``ÂŻz

Code M4

Code M36

q Q~ Q ~ ‡ Š ‡ % que dan origen a grandes cambios de forma Q $ ! U ‡ D % ! W k D U Q ‡ % k‡ D dose de los grados rotacionales de liberdad.

$ = Q 5 # ) #

Q Š D U D D O R ! D ˆ % Ž k ‡ Q Y v z O $ k ! $

<KÂŻ v & `KÂŻz

$ ) [

% ?

Modelado de la FisuraciĂłn en Q <

]$ q Â?% $ $ "> > % $ Z$ ? "? + #$ " & qqq "

#$ q>* "

‡ Š ‡ ‡D D % ŠD ‡ OŽ $

A| $% `AA:% > ?)@ BJDB=BK=D`BDA

``| $% `AA;% > ?)@ BJDJ;JDB<B:D: `<ÂŻ v & =ÂŻz

_$ [Z ) )& #$"$

`|ÂŻ v & AÂŻz

Code M30

@ > $ ) RD sis of bridge systems. Reliability model for Q R $ k O Q ! damaged bridge systems. Conclusions.

- ' , < , # < estructuras j$ $ _ > >q* )& $ p <<| $% `AA=% > ?)@ BJDB=BK=DBADB `BÂŻ v & ``ÂŻz

Code M35

• Š Ž ‡ Q $ Š W Ž % U R Q Y resultados mediante la simulación numÊrica Ž D Ž O $

Medium

$ ' |`J $% `AA:% > ?)@ BJDB=BK=D:JD; J<ÂŻ v & <|ÂŻz

Code M20

O O O ! O O D O O Q O O U W ! $

Code M15

Code M1

=A $% `AAK% > ?)@ BJDB=BK=DK<DK `<ÂŻ v & =ÂŻz

Code M3

‡ ‡ $ @ Q ‡   Y D cias de control; Ensayo de laboratorio de $

Anålisis Dinåmico de Presas #$ _>°' q ) % $ p % #$ ?'>q + $ Z "" " <:: $% `AA`% > ?)@ BJDJ;JDB=`|D; `K¯ v & `;¯z

Code M5

Q ! R D Q Y ŠD ‡ Ž Q Š U $ q D Morrow Point y fundamentalmente a la de Llauset.

U Y R D

W O % de la formulación teórica de dichos modelos ‡ $

< , q$ # ) + $ ? "? `;` $% `AA<% > ?)@ BJDB=BK=D`JDK `<ÂŻ v & =ÂŻz

Code M13

‡ Ž D dimientos existentes de aislamiento de base U $ D U R Ž % k R D W W R k O $

)<$ % $ ( Anålisis Eståtico y Dinåmico #$ _>°' q ) % $ ? qq % #$ ?'>q + $ p

' < * - Materiales Friccionales

`:< $% `AA`% > ?)@ BJDB=BK=D;:

$ qq "

Ž ‡ ‡ Š D U % D acción con el terreno y el agua del embalse. k ‡ Q O % D Q $

:B; $% `AA`% > ?)@ BJDB=BK=D;AD ] ::ÂŻ v & <;ÂŻz

Code M10

Q ! % O % ‡ ‡ Ž ‡ $

-32-

`=ÂŻ v & `;ÂŻz

Code M6


Estructuras y Geotecnia / Structural and Soil Mechanics 2 4 $

' < = # 4

- 4 ,

* 5

. % Domain Method

$ [' & % $ # )& _$ $ >)& &

"$ "> + ]$ q>* "

_ :=% `|< $% `AA=% > ?)@ BJDB=BK=DA`D]

]$ q>* "% $ Z " _ ))% #$ $ ) % "$ j +q "% #$ $ Z ")‘)& (

=B $% `AA:% > ?)@ BJDB=BK=D<;D; `<ÂŻ v & =ÂŻz

Code M17

D ! $ > D Q D

v D z% D Q % O ! O D $ > ! O Y made in classed form in order to orient the $

`BÂŻ v & ``ÂŻz

Code M37

k Y Q Q Q % $ @ >  _ R U  D Y culebro; Consideraciones sobre ejecución; Y Q  D !  �   ? Q •  Š ~ D tre hormigones; Procedimiento de ensayo.

?

Y < 4 4 ? - < Elementos Finitos = #$ _>°' q ) % $ p % $ [ " { [ ">) % $ ? qq % $ q " + #$ " # ^ `=` $% `AAJ% > ?)@ BJDB=BK=D|`D; `K¯ v & `;¯z

Code M25

Q ~ W Y O O O “ ‡D

% Š Š % k R ‡ Q Q O W D % Š ‡ $

/ = $ 5 ; Method

&$ &> ' % $ _ ">% $ p <J< $% <;;A% > ?)@ A=BDBJDAK=:KDK`D; 21â‚Ź

Code M113

Cuando una estructura de hormigón armado W Y ! D % O $ ~ ! • DW Ž W Q $ ‡ v z$

Lectures on Nonlinear Finite Ele4

# $ p

Code M116

O X D ! O _ O v _z ! O ! Y D Q $ _ R Q ! O ! Y D Q $ O O ! O R ! O ! $ O O O O O R D Q $ O Q R $

Code M112

O U ! O X O O D ! O D D Q O $ O Q D ! O @ `z O ! q O Q O ! O Q D % <z ! D % O O ! % ! R O % :z q O O ! % Jz R % D ! O q % O Q R ! O k Q |z R% ! O subsets of the contact domain were contact/ ! O Q % Q O ! O Q % Q O ! Q ! Y $

* > ; 5 Processes #$ $ Z ")‘)& (% ]$ q>* "% #$ $ ) <J= % <;;A% > ?)@ A=BDBJDAK=:KD=AD| `=¯ v & `;¯z

Code M7

#$_$ "? ) qq% $ p + ?$ '‘" (

27â‚Ź

15â‚Ź

Code M114

`K; $% `AA`% > ?)@ BJDB=BK=D;KD| `=ÂŻ v & `;ÂŻz

<KK $% <;;A% > ?)@ A=BDBJDAK=:KDB|DK

=K $% <;;A% > ?)@ A=BDBJDAK=:KDK<D=

O O ! O Q ! O U O ! R ! O $ „ ! O Q U ! D ! R % O D ! ! Q $ Q ! Y O O ! O O ! $

< # < en el AnĂĄlisis Estructural por el MEF [$ ?'[ &

`;; $% `AA`% > ?)@ BJDB=BK=D;BD` `<ÂŻ v & =ÂŻz

Code M9

Q D Š R Š U $ -33-

O R Q~ ! O O R U O QR O „ D Q O O Q O ! O Q O ~ O % O O O ! O X O $ O D O O O D

! X ! D % D % U R$ O R ! U QR O ! O R% R% * _ & X D R ! $ O D Q O R D Q ! Q @ O Q % O v z % Q % X O v z O $


Estructuras y Geotecnia / Structural and Soil Mechanics , , , !

&> "@ $Z$ ? "? q > Ž Ž O Y “ � D Q Q % W % ! % Q $ O O O W ‡ W O O R $ % Q Q R Ž % k Q R Ž % R k ‡ R Ž % ~ Ž Š k � Ž R % Š k U % R Q ‡ % U % $% W k k R ! $ Q Š Š O O W Q ~ > Ž Ž R Ž U O @ > Ž $ Q % O R W Q k Š ‡ Š % R W k R Q $ % Q~ ! D • ! Q ~ k > Ž Ž % Q R Y � $

$ < 2 _$q$ "" p % $&$ "& ) +

$Z$ ? "? <;;|% > ?)@ BJDA|AAAD=;DK <|ÂŻ v & `|ÂŻz

Code MIS52

@ * Q R Â O ÂŽ D Q Â D k $

Y @ Ž ~ ‡ W R D O Ž $

Y ?@ * k subnacional.

" ( Z # la PrĂĄctica _$ # " )& #$"$ `<; $% <;;<% > ?)@ BJDA|AAAD;`D: <;ÂŻ v & `<ÂŻz

Code MIS48

@ Â > Â U Â

Â

 ) R D ÂŽ  " ! $

, $ < ‚ / < 2 _$q$ "" p % $&$ "& ) +

$Z$ ? "? AB $% <;;|% > ?)@ BJDA|AAADKKDB <|ÂŻ v & `|ÂŻz

Code MIS51

@ [ Â Â ~ ÂŽ Â Anexos; Referencias.

Factor de ReducciĂłn de las ; ' , Q <

Q~ ! Q ! D ) % Q W ‡ R D U U >Q Š % W k ! ! k Ž R W D " Ž R R Q R R Ž R W Q Ž ! "$

E EvaluaciĂłn RĂĄpida de la Deriva ?= " , Estructuras E "$ ['> " " ` `:< $% <;;K% > ?)@ BJDA|AAADA`DA <JÂŻ v & `JÂŻz <

Code MIS57

ÂŽ ‡ ‡Y W ‡ W ! D W mulaciĂłn han sido obtenidos en base a regisD m Š R $ q Q ÂŽ O Q % D W Q ‡ % ‡ % O una muy buena correlaciĂłn en los medios. @ _Š U k  & ‡Y  Â‡ Q` Â‡ Q< Â‡ Q: Â‡ QJ Â‡ Q| Â‡ QK@ _Š ÂŽ ‡ ‡Y  ) ÂŽ R ‡ QK ! D gilidad; Conclusiones.

? # ‚ ( < * 430

$Z$ ? "? % $ qq "% #$ $ *> q_

`B| $% <;;K% > ?)@ BJDA|AAADBAD=

"$ ['> " ``J $% <;;=% > ?)@A=BDBJDAK=:KDJ;D= <|ÂŻ v & `|ÂŻz

Code MIS58

R Q ! D ! k Ž % Q‡ > ‡ % U O ! R $ Ž W Ž W $

-34-

<AÂŻ v & `=ÂŻz

Code MIS56

@ q Â? ÂŽ D  R Â?  ‡ Â

‡ Ž ‡ ‡ D  q � ) D ;< " �

 & ! U R  ) D;< '" �&>[ DB R `=|KDAB$


Estructuras y Geotecnia / Structural and Soil Mechanics

, Puentes Atirantados y DisipaciĂłn . Z

Ferrocemento: Un Acercamiento ‚ ,

[$ * q& ? )> + $ $ "> >

=K $% <;;<% > ?)@BJDA|AAAD<:DJ

`J: $% <;;| <|ÂŻ v & `|ÂŻz

&$ $ ? & + % #$ "?> "(% #$ $ Z'" & + qq$ [$ '# &

<<ÂŻ v & `:ÂŻz Code MIS55

• “ D R D Ž k$

Code MIS50

Q ~ Q D Q ‡U Q R ‡ R � D O Š $

@ >  D ! ‡  D Ž  k Ž  D Q R Ž  Ž D D Ž  ‡ R � $

@  _ D R !  • R ‡ ! D Â

‡ R � de ferrocemento; Procedimientos de consD R !  D U R Ž  Y  Ž  U  ? Q • $

‡ˆ ?

$

‚ con Aisladores y Disipadores de ,

$ _ [ qZ¸ % $ ')Z + $ )

_$ # " )& #$"$

`KB $% <;;|% > ?)@ BJDA|AAAD==D:

``: $% <;;<% > ?)@ BJDA|AAAD;<D`

<:ÂŻ v & `JÂŻz

`KÂŻ v & `;ÂŻz

?

, ,

#$#$ q* " ( )& $_$ q " ``A $% <;;` `<ÂŻ v & =ÂŻz

Code MIS46

Q~ ! Q ~ ÂŽ D

W Y Q R k ÂŽ U $ O Q R k U ÂŽ U R Q $ @ & ÂŽ D Q D ÂŽ Q D Q D " !

$ < ‚ # ‚ , ( & * G "$ ['> " q ){ `;= $ % <;;`% > ?)@ BJDBAA<|DB=DA `<¯ v & =¯z

Code MIS54

@ > šº  _ D Âť  _Š ‡ Ušº Â

šŸ $

@

 D Â? Q  Â? ÂŽ  _Š ‡  " ! $

$ < | = } ‚ " # ) por un Terremoto Z _$q$ "" p % $&$ "& ) +

$Z$ ? "? ``| $% <;;|% > ?)@ BJDA|AAAD=KD| <;ÂŻ v & `<ÂŻz

Code MIS53

• Q~ U~ Q Ž R U U ! $ @ > % _ �  & U D ‡ �  � % D �  & ! “ U D Š  " ! % " ! $

Code MIS45

Code MIS49

$ [Â?_ ( ? "Â?)% $ qq " )&

$Z$ ? "? `:= $% <;;< `KÂŻ v & `;ÂŻz

@ > Â

‡   & Â? D  Estado del arte y alcance del CIEND > : > ) >` R > ) >< D > ) >: " ! `Â

‡ ‡ R Q $ _ Q ! R Q Q  U ! R Q D & Â

‡ % R D ‡ Q ) q>) & Â

‡ Ž & R _& R Q _?  D Q informales.

Code MIS47

O X $ O U Y O O O D !D O D ! O Q D R ! Q $ O % O O O Q X ! O D O Q O Q R ! $ > % O O Y Q O Y O R O D

Q R ! Q % !R $ v`z D

Q R Y% v<z O R % v:z Y % vJz ! O Q damages.

-35-

" ( Z $ [Â?_ ( % $Z$ ? "? + $ qq " `K| $% <;;;% > ?)@ BJDBAA<|DKJD] `KÂŻ v & `;ÂŻz

Code MIS41

Q~ Q ~ D Q ÂŽ $


Estructuras y Geotecnia / Structural and Soil Mechanics ; ' , , Bolivarianos "$ ['> " q ){

‰ ? ( < , , Q < , , #$ $ Z'" &

`;` $% <;;`% > ?)@ BJDBAA<|D=JD= `KÂŻ v & `;ÂŻz

Code MIS42

* D

k % Q % R “% ! Ž � $

Z ' < [ Difusos en Modelos de " , $ _ q& ) & " )&Â?)% #$"$ ">' + #$ $ ) BA $% <;;;% > ?)@ BJDBAA<|DK`D| `KÂŻ v & `;ÂŻz

Code MIS39

Q ~ Q D ~ ! Q ÂŽ D Q Y $ % D ! U ~ ! % ! % Q D ½ÂŽ R Š $ % ~ Q ÂŽ D Q Y % ~ k ÂŽ ! $

, de AplicaciĂłn en el Proyecto Sismorresistente de Estructuras 2 (

$ ? ) * ) ‹ q>_ ) % q$ [$ '# & + $ q� (‹ q_ )

$ ? ) * ) ‹ q>_ ) % $ q� (‹ q_ ) + q$ [$ '# &

`=| $% <;;;% > ?)@ BJDBAA<|D|AD:

``| $% <;;`% > ?)@ BJDBAA<|DBBD=

`BÂŻ v & ``ÂŻz

`:ÂŻ v & BÂŻz

Q ~ ‡ Q D % W Q “ R UD ciente los conocimientos requeridos en la ‡ � U % Ž $ O D ‡ ~ _ q ?% k D ~ $

Code MIS44

Q~ • Ž D Ž $ Y % Š % Ž Q cabo.

" , ) Âľ [ Âś

Code MIS43

q U “ • Q k D � $ % Q D R Ž W Q D Q k Q % O k $ & R ! Ž R D to.

* - < Multifase y su AplicaciĂłn al AnĂĄlisis de Estructuras con ,

$ _ q& ) & % #$"$ + #$ $ ) `;= $% <;;;% > ?)@ BJDBAA<|DK<D:

$ q _Â?)% $ qq " + $Z$ ? "? <J` $% `AAA% > ?)@ BJDBAA<|D|JD<

`KÂŻ v & `;ÂŻz

Code MIS40 <;ÂŻ v & `<ÂŻz

Q ~ ‡ D R Q D Ž $ El modelo fue estructurado de forma que k � Ž $ Š Q U Ž ‡ D ˆ R � W ! ‡ Q ~ $

" , Q ( ; # Y

Code MIS37

@ > Â D Q U Â _ Â _ k D Â > D Â

‡ Ž U Q  _ ‡ en grandes deformaciones.

Simulación de Escenarios de ‚ 2 , $ +\ (% $Z$ ? "? + #$ $ ) `;: $% `AA|% > ?)@ BJDB=BK=D|BDB

$&$ "& )

`K| $% `AAA% > ?)@ BJDBAA<|D::D]

`<ÂŻ v & =ÂŻz

`KÂŻ v & `;ÂŻz

Q D Ž ! k ! Ž $ D Ž R k Š Ž D Q Q Q Q � % ! Q % Q de la región de estudio. Los resultados son Q k ! Y D Q � $ _ Ž k ? % Q Š Ž � ! k % ! Q Q Ž k $

Code MIS32

B| $% <;;`% > ?)@ BJDBAA<|DBKD; `<ÂŻ v & =ÂŻz

Code MIS38

ÂŽU D

Q W Ž R% % O ! W Q D % O Š ! D W W ! D Š $ @ & R O  * D Q  * Q D estructural; Vulnerabilidad funcional; ResD  & � O k Ž  " ! $

-36-

Code MIS14


Estructuras y Geotecnia / Structural and Soil Mechanics EstimaciĂłn de Efectos Locales $ , #

$ ‡ˆ , ) ) ˆ

Stochastic Dynamics of Hysteretic Structures

R. FARIA

#$ $ Z'" &

*$ [>" q& % $ q " % q$[$ '# & % #$ $ )

BB $% `AAB% > ?)@ BJDBAA<|D<BD:

<;J $% `AAB% > ?)@ BJDBAA<|D;AD=

== $% `AAA% > ?)@ BJDBAA<|D|<DK

`<ÂŻ v & =ÂŻz

`BÂŻ v & ``ÂŻz

`<ÂŻ v & =ÂŻz

@ > šº  šº šº ÂŽ  Q šŸ ‡ D  ÂŽ $

Code MIS36

k D Ž ! % Ž ŠQ R D Q ! $ q ! D k ‡ Q Q a la facilidad de la obtención de los registros W $

‚ , de Estructuras

#$ qÂ?" ( qÂ? ( A; $% `AAA% > ?)@ BJDBAA<|DJKD` Code MIS35

• Ž % W R ‡ O ‡ ! D $ ! Y Ž % O Š ! ‡ D Q % U Q � R ! $

`<< $% `AAB% > ?)@ BJDBAA<|D<=D| Code MIS30

& � D U Š U k Ž $ ‡ Ž % ‡ W U ‡ % Y D Ž ‡ Q U $ % • Q % R W R ‡ D ‡ $

? , *ˆ 4 ) ) ˆ R. FARIA ``: $% `AAB% > ?)@ BJDBAA<|D<|DA

Y > % Steel Model Seismically Protected `<ÂŻ v & =ÂŻz 5 ; # &$ > )& #$ ) `;B $% `AAA% > ?)@ BJDBAA<|DJ;D< `=ÂŻ v & `;ÂŻz

Code MIS34

> O O O R ! Y ! D Q $ O R R O D k $

ModelaciĂłn EstocĂĄstica de la < ,

Code MIS29

U k ~ ! Š šº Q Q Âş % šº ! D š Q ! $

Respuesta de puentes frente a ,

Code MIS33

Q ~ ‡ O Ž _ k v Q z Q D Q Ž � $

Estudio de ParĂĄmetros en la " , Puentes $ _ q& ) & % #$ $ ) + #$"$ A= $% `AAB% > ?)@ BJDBAA<|D`KD] `<ÂŻ v & =ÂŻz

Code MIS28

q Q Ž D D k ‡ $ Y D ‡ Q Ž % O Q estudio del estado del arce acerca de este $ Q~ U ! Ž Y % W ! Q Ž D Q Ž k O R � Ž $

? Š , ‹( 1WWG 1WWÂŒ "$ ?q‘(°' (% $ '‘" (% $ "" p +

$#$ _ " {) A` $% `AAB% > ?)@ BJDBAA<|D``DA `<ÂŻ v & `<ÂŻz

`;K % `AAB% > ?)@ BJDBAA<|D<:D<

k Q ~ D ‡U D $ ‡ ~ D rremotos de magnitud mb£5.0 que ocurrieD ron durante los meses de diciembre de 1993 R `AAJ Ž % “ v R z � $

`<ÂŻ v & =ÂŻz

`=ÂŻ v & `;ÂŻz

O O O O ! R O Q ! D OR R R ! Y R $ Z % „ O D ! Q ! D tures.

$ _ q& ) & % #$ $ ) % #$"$ + q$[$ '# &

Code MIS27

#$ $ Z'" & A: $% `AAA% > ?)@ BJDBAA<|D:JDB

Code MIS25

"$ ['> "

`<ÂŻ v & =ÂŻz

Plasticidad y Fractura en Estructuras Aporticadas

`<ÂŻ v & =ÂŻz

Code MIS31

Q ~ Q~ ‡ Ž $ Ž % D

Ž ‡ % modelación de la acción del sismo y las meD Ž ‡ $

-37-

Code MIS26


Estructuras y Geotecnia / Structural and Soil Mechanics

? Estructuras en las Normativas de ‚

$ < " # 2 , Q < Armado por Medio de SimulaciĂłn

Modelo Tridimensional de AtenuaciĂłn AnelĂĄstica de las & , , -

$ +\ ( _ + % $Z$ ? "? + #$ $ )

#$ $ qq % #$ $ ) % q$[$ '# & + "$?$ Z ""_ ))

$Z$ ? "? + $ qq " <;| $% `AAB% > ?)@ BJDBAA<|D`;D;

`:= $% `AAK% > ?)@ BJDB=BK=DB`D< `BÂŻ v & ``ÂŻz

Code MIS24

``A $% `AA|% > ?)@ BJDB=BK=DK;D] `KÂŻ v & `;ÂŻz

‡ Q R Ž

Â? % % D ÂŽ % U $

‚ , / "$ ['> " AA $% `AA=% > ?)@ BJDBAA<|D;;D: `<¯ v & =¯z

Code MIS23

Code MIS20 `JÂŻ v & BÂŻz

• D Ž W “ Q R Ž O U % D

Q W D ten en su determinaciĂłn.

Modelos de EvaluaciĂłn del

, no Lineal de Estructuras de Q <

Code MIS16

Q~ Q ~ k ‡ Ž >QŠ k " R O$ O k Š U R ‡ $

) no Lineal

$ +\ ( _ +

Q ~ � Ž U O D % ! $ Q Ž � R Q � � Q  Š Y ‡ Ž U $ ! D Ž � Q Ž % D k $

$ < ‚ , / Q < "$ ['> "% $Z$ ? "? + #$ ) `=: $% `AA=% > ?)@ BJDB=BK=DAKD; `B¯ v & ``¯z

Code MIS22

q • Q~ Ž � Q O % ‡ % R el grado de correlación que existe entre ellos.

AK $% `AAK% > ?)@ BJDB=BK=DB;DJ

AB $% `AAJ% > ?)@ BJDB=BK=DJ`D: `<ÂŻ v & =ÂŻz

Code MIS19 `<ÂŻ v & =ÂŻz

Q~ D Ž O D % ~ Ž $ • ‡ % D $

Experimental Study of a Reduced Scale Model Seismically Base 5 2 4 # 2 ) Š2 2)‹ &$ > )& #$_$ ^ qq+ ``< $% `AAK% > ?)@ BJDB=BK=DB<D; `K¯ v & `;¯z

Code MIS18

@ > % O R D % O R Â O Y Â ! Â R Â &RD

 $

' < , ( < ‚ (

� ‚ , Q <

#$ $ ) % #$#$ [ ( ' % #$ _>°' q ) + $Z$ ? "?

"$ ['> "

`;` $% `AAK `<ÂŻ v & =ÂŻz

Code MIS21

@ ' Š ? R Q Q  D D

QQ W Q D Â & ÂŽ Â? Â $

)$ _ q>) " + Z$ ? "?

AA $% `AAK% > ?)@ BJDB=BK=DJ:D] `<ÂŻ v & =ÂŻz

Code MIS17

@ ! D¿ _ D  &  { Â?  ÂŽ Â?  & O R  ÂŽ Â? y deterioro de adherencia.

-38-

Code MIS5

% % ÂŽ de los sistemas de aislamiento de base.

Q aislamiento que se consideran en la monoD • R R ! $ ' k ‡ R W D Q U~ % ! de base.

$ )

$Z$ ? "? % )$ _ q>) " + #$ " & qq " `<J $% `AAJ% > ?)@ BJDB=BK=DJKDJ `JÂŻ v & BÂŻz

Code MIS8

U D O Š R ! % D R Q ‡ D Š $

Q desarrollo de sistemas de aislamiento de Q v OŽQ z$ & Š Q W % R D Š Ž U OŽQ $


Estructuras y Geotecnia / Structural and Soil Mechanics , < # ,

AnĂĄlisis de Terremotos HistĂłricos ( ,

, # ,

#$ "$ " )[

A` $% `AAJ% > ?)@ BJDB=BK=DJADA

#$ $ ) `:= $% `AA|% > ?)@ BJDB=BK=D|=D]

``A $% `AAJ% > ?)@ BJDB=BK=DJJDB `KÂŻ v & `;ÂŻz

Code MIS13 `KÂŻ v & `;ÂŻz

q Ž % Q ~ W D Ž Ž Ž % R W Q $ q Ž R O O O Q W Ž O R ! R D ‡ ! ! R ! U Q de la Tierra y del subsuelo.

† $ 2 Y > 2 ) q$ _$ ? ((

Code MIS7

Q ~ ÂŽ W k k D R ÂŽ W ! U D U D

! $

`BÂŻ v & ``ÂŻz

Code MIS9

Code MIS1

< < ,

$Z$ ? "? % q$ " % #$ $ Z'" & + _$ [ q>)&

• Y D Q‡ ! Š D “ � ‡ D Q Q Ž ‡ $ O D Š ! Š k ‡ W modelación estacionaria y no estacionaria Ž % Q ~ O D $

`<< $% `AAJ% > ?)@ BJDB=BK=DJADA

" ,

`KÂŻ v & `;ÂŻz

$ > & % $ Z$ ? "? + #$ $ )

Code MIS10

& Š U~ U � % Q D Q U % R Ž $ q D % Q D R W D Ž $ D k Q Q Ž $

‚ , Q <

$ $_$ $ ')Z

`BÂŻ v & ``ÂŻz

AB $% `AAJ% > ?)@ BJDB=BK=DJ:D] `<ÂŻ v & =ÂŻz

Code MIS6

q W W Ž D turas existentes se enmarcan dentro del Q Ž % ! ‡ Ž Ž R ‡ D D $ Q~ • $

-39-

Code MIS11

& Š ‡ D Ž D k W D Ž $ Š ! k Ž $

q$_$ ? (( + $Z$ ? "?

`AA $% `AAJ% > ?)@ BJDB=BK=DJ=D<

° ! ! ! OW X Q Q ! D O X Q O % O O D R ! O stage.

`<ÂŻ v & =ÂŻz

AnĂĄlise EstocĂĄstica da Resposta , *ˆ 4 Estructuras

`JA $% `AA:% > ?)@ BJDB=BK=D:KD= `KÂŻ v & `;ÂŻz

#$ $ ) "" % q$ [$ '# & ? ) > % $ ? )& " & qq

`B| $% `AA|% > ?)@ BJDB=BK=D|ADK Code MIS15

@ > @ * D Q R Â? ÂŽ  & Â? R k  Â‡D  >> & Â? ÂŽ D @ ? Â? ÂŽ D  R Â?  & D Â? R $

2 + # " , , $ +\ (% $Z$ ? "? + #$ $ ) `;: $% `AAJ% > ?)@ BJDB=BK=D|;D< `KÂŻ v & `;ÂŻz

Code MIS12

Ž $ Š Ž Q R k Š ? $ R D Q Ž Q % Q D � Ž $


Estructuras y Geotecnia / Structural and Soil Mechanics Herramientas necesarias para la $ < , "$ _ " ) % q$ '# & % $ $ "> > %

$Z$ ? "? 2008 `BÂŻ v & ``ÂŻz

# # = $q$ _ % $Z$ ? "? % $ qq " )& "$ ? " Z ^ 2008 Code MIS60

> O X ! ! D Q ! R Q O O O R $ R% Y ! O ! R D ! O D Q R

O ! QR ! D model.

2 # Y > #$ $ Z'" & 2010 `BÂŻ v & ``ÂŻz

< desde la perspectiva de los desastres

4 # # € viscous dampers

_$ $ _ "'q )& % $&$ "& ) % _$[$ "& (% $Z@ ? "?

[$ $ * q& ? )> + ‘$ $ "> >

<`ÂŻ v & `:ÂŻz

2008

Code MIS59

• ! % ! Ž % D U % D Q % R � Ž $ Q Š D

Ž � ! D W ! U Ž $ D Q Š Q ! U Ž W ‡ D lo estructural.

<;ÂŻ v & `<ÂŻz

O J$ R% O ! Q RD Q k O |$

Code MIS63

O O O O Q ! Q R R O U ! D OW X $ O ` to a summary of the most widely used reD Q R O % O O _ D O W O Q W O $ O < ! O _ ! O ! > ! O R$ O % O : O ! Q D OW X $ ) Y % O ! ! Q Q D

Code MIS61

2009 `|ÂŻ v & AÂŻz

Code MIS62

O X O O ! Q D R Q O ! ˆ R D $ O ! O O D D ! O Q X O D D O O O % Q W R % O % Q ! O % Q O Q $ O ` Q O Q~ R $ O < D D !D O D O Q O ! ! ˆ Y R $ O O Q O D O O ! % O O YD $ O : Q O ! Q D R Q D O Y % R R O ! O R Q R % R X $ D O k Y % ! QR R ! D $ O ! ! O R ! Rk % U R% DQRD R ! D ! O % O R ! O Q O ! ! D! D! $ O O Y the seismic analysis of the selected structuD O ! ˆ D ! ˆ D R R $ ? ! O O

Q O ! O Y % R DO R R ! ! O % O O D metric analyses are carried out in order to O Q % ! O ! Q O ! D! D! $ > O % Y O O $

-40-

% Ž D D Ž “Q U D $ O ! D Q R U % Q R W ! Ž D R W Ž Y Q U U Ž D ! Ž R ! U $ D { &ŠU & D % >&&% ! R U % Š % ! D Q

Q $ D Y U R ŠU À À Ž UD R Q Ž R ! U D $ D que causan un riesgo social y ambiental Ž $ % % D Q‡ tradicional de la industria de seguros y reaD % k R W U k W Ž YD del riesgo.


Estructuras y Geotecnia / Structural and Soil Mechanics < ‚ , Q <

$ Z )[ )'% $ Z$ ? "? % $ qq " + $ p AK $% `AAJ% > ?)@ BJDB=BK=DJ;D| `<ÂŻ v & =ÂŻz

Code MIS4

Q ÂŽ UD Â? ÂŽ U $ D

U Ž � W U de una misma clase que en este caso son U O $ D � ‡ R % % � $

< * -

Q < ,

$ < ,

_$ [ q>)& % #$ q>* " + _$ "* "

`J: $% `AA:% > ?)@ BJDB=BK=D:=D|

<<| $% `AA:% > ?)@ BJDB=BK=D:BD: :KÂŻ v & <<ÂŻz

Code MIS3

Se desarrolla una herramienta basada en la k � D ‡ Š D O $ % O O k Ž ‡ D $ ' W D Ž $

"$ )&" & % #$ " & qq " + $ qÂ? ( ALMANSA

`KÂŻ v & `;ÂŻz

Code MIS2

“ Š O Š ˆ Y Q D Ž % W O D U • � D $ q % Q Š > % Q~ • $

$ < ! Research Reports ( ; # 5 € ( * 5 # contructions $ p % $[$ q " % #$ _ " > " :< $% <;;= & |¯ Code PI303

Desarrollo de modelos constitutivos $ ' ? comportamiento no lineal de materials de construcciĂłn (Sedurec Report) M. CERVERA :A $% <;;B & |ÂŻ

% % . + ; + + Â… Losers

? - ;

C. A. FELIPPA :| % <;;< & |ÂŻ

$ p :J $% <;;< & KÂŻ

Code PI219

# & % 5 ; C. A. FELIPPA JK $% <;;< 6â‚Ź

Code PI218

" Anisotropic Elastic Solids Code PI316

z 2 *

$ " &"{[' (‹ "" )% >$ _ " )&

$ Z' "

:= $% <;;: & KÂŻ Code PI231

*

$ " &"{[' (‹ "" )% #$ "" )&

$ Z' "

:< $% <;;: & KÂŻ Code PI230

* $ % , < #

< $ p % #$ _ " > " + $ (‘" `< $% <;;: & K¯ Code PI221

$ $ q> % $ p K $% <;;< & |ÂŻ

Code PI216

& for the Numerical Analysis of

"$ "> % #$ q>* " )& _$ "* "

J; $% <;;; & =ÂŻ Code PI198

< & ' < Estructuras _$ ? q ^+% [$ ?'[ & + $ qq " <| $% <;;< & KÂŻ Code PI213

; # structures "$q$ +q " :J $% <;;` & =ÂŻ

Code PI203 -41-

Code PI212

; # / $

$

$ Z )[ )'% $ p % $ ? "? :` $% <;;` & BÂŻ Code PI206

A Finite Point Method for Elasticity $ p % $ " (( )& #$ _>°' q <` $% <;;` & |¯ Code PI202

Desarrollos y Aplicaciones de Modelos de Fractura en la Escuela de ) $ p J< $% <;;; 7â‚Ź

Code PI201

+ # for Anisotropic Elastic Solids under " $ $ q> )& $ p `J $% <;;< & |ÂŻ

Code PI217


Estructuras y Geotecnia / Structural and Soil Mechanics SimulaciĂłn por ordenador del comportamiento resistente de . $ estructuras $ p % $ Z )[ )'% #$ _>°' q ) % ?$ '‘" ( `; $% <;;; & :ÂŻ Code PI193

$ $ p % $ Z )[ )'% #$ _>°' q `B $% <;;; & J¯ Code PI188

# $ "% $ qq " )& $ p :J $% `AAA & JÂŻ Code PI179

% 4 4

< * - Q < Q < + %( +

_$ "* " % #$ q>* " )& $ " JB $% `AAB & JÂŻ Code PI146

_$ "* " + ]$ q>* " :A $% `AA= 3â‚Ź

* / % &

#

2 # # ( * Experimental Studies

$ \" (‹ [' % $ " &"{[' (‹ "" )

)& $ Z' "

<A $% `AAB & :ÂŻ Code PI144

$ p << $% `AA= & :ÂŻ

Code PI176

< < Armaduras en Elementos de Q < ‚

_$ Z>'_ ) > <= $% `AAB & :ÂŻ

$ p + $ Z )[ )' <B $%`AAK & KÂŻ

Code PI143

$ "% $ qq " )& $ p <B $% `AAB & :ÂŻ Code PI139

#

Development of a Shape & % Y ) Response Surface Methods

_$ "* " % "$ "> % #$ q>* " )& $ " << $% `AAA & JÂŻ Code PI170

[$ Z> )&' > :` $% `AAB & :ÂŻ

* 5 45 # * 5 > $ p % $ (‘" % ]$ q ) )& q$ ) _ ' `< $% `AAA & J¯ Code PI168

$ ' point method for structural mechanics $ p % $ " (( )& #$ _>°' q `: $% `AAA & J¯ Code PI164

2

_$ "* " % #$ q>* " )& $ " <B $% `AAA & JÂŻ Code PI157

Code PI107

" * 4 ÂŽ Q

$ ? - $ ' ? AnisĂłtropo en Deformaciones Finitas para AnĂĄlisis de Materiales K

< $ p + $ Z )[ )' `J $% `AAA & JÂŻ

Code PI114

Code PI95

* ! > ( Analysis >$ " q )& $_$ qÂ? ( :| $% `AAK & :ÂŻ

Code PI93

%5 Z . Derivation and Accuracy Analysis

$ Z' " % $ [ ) )& $ Z' "

:; $% `AAK & JÂŻ Code PI92

Code PI138

" 5 3+

1 0 # ; + /(

+ [$ ?'[ & )& $ p 16 $% `AAB & KÂŻ

$ " &"{[' ( "" ) )& $ Z' "

<| $% `AAK & :ÂŻ Code PI91

Code PI134

% # & Z / + $ 4) #$ ' >p‘)% $ p )& ?$ '‘" ( B $% `AA= & :¯ Code PI127

Adaptivity Based on Error Rstimation " $ &{ (% _$ "" + )& $ Z' "

J< $% `AA= & :ÂŻ Code PI125

-42-

%5 ;

Failure Pressure Evaluation of the

) # * 5

$Z$ ? "? % _$ "* " % $ Z )[ )'% $ >" '°'> )& $ p <; $%`AAK & J¯ Code PI87

$ ' Z = #$ $ Z'" & )& $ Z$ ? "? <: $% `AAK & :ÂŻ Code PI86


Estructuras y Geotecnia / Structural and Soil Mechanics A Note on a Nonlinear Benchmark Test: An Axisymmetric Shell Under 2

Numerical Analysis of Frictional Ear

Model and Applications

2 $ 5 ; Families for Thick and Thin Plate and Shell Analysis

$ *>q % $ " &"{[' (‹ "" ) )&

$ Z' "

`B $% `AAK & :ÂŻ Code PI85

[$ [ q & " >? "% _$ Z>'_ ) > || $% `AA| & :ÂŻ Code PI70

$ p `J $%`AAJ & :ÂŻ

* 5 ; % 4) # ;

) > $

2 ) )

[$ [ q & " >? " |` $% `AA| & :ÂŻ

$ Z$ ? "? % )$ _ q>) " )& "$ &>)

<; $% `AAJ & JÂŻ Code PI52

* # Thermomechanical Frictional

( Model and Applications $ [ q & " >? " K= $% `AAK & JÂŻ

Code PI84

? las Normativas Sismorresistentes

$Z$ ? "? + #$ Z'" & <A $% `AAK & :ÂŻ

Code PI80

Code PI69

Numerical Simulation of Wear Phenomena _$ Z>'_ ) >% $ [ q & " >? " :; $% `AA| & :ÂŻ Code PI68

AnĂĄlisis DinĂĄmico de Estructuras de ? # "

% # 5 # Records

$ q " + $ p KK $% `AA: & JÂŻ

#$ $ Z'" & )& $Z$ ? "? <K $% `AA| & :ÂŻ Code PI79

#

" Timoshenko Beam Structures

$ p % j$ $ _ > :B $% `AA| & JÂŻ

$Z$ ? "? % $ qq "% $ p )&

$ Z )[ )' <: $% `AA| & :ÂŻ Code PI77

2 # 4 z # ; * 4 Linear Structural Analysis

2 Model for the Seismic Analysis of

$ p % $? "? % _$ "* " )& #$ q>* " `B $% `AA| & :ÂŻ Code PI159

_$ "* " % #$ q>* " )& $ _ )( q> <= $% `AA| & :ÂŻ Code PI76

2 " # [

$Z$ ? "? J: $% `AAJ & JÂŻ

Code PI55

# # Assessment of Historical

;

Code PI39

Code PI62

# 4 Finite Element Analysis of Strain ' % [$ ># '&> "‹ ? % q$ ? &\ )&

$ Z' "

:B $% `AAJ & :ÂŻ Code PI56

Code PI53

$ Matrix for non Linear Finite Element Analysis of Solids and Trusses $ p J< $% `AAJ & JÂŻ

Code PI49

Advanced Finite Element Models for # ; Processes #$ " # ^% $ [ " { [ ">) )& $ p `< $% `AAJ & :ÂŻ Code PI48

. * - , Z ' - ; [$ q _? " % [$ ?'[ & % _$ "* " + $ p K= $% `AAJ & |ÂŻ Code PI47

Q# ) 5 * )

$ Z$ ? "? % #$ " & qq "% $ $ "+ ) )& )$ _ q>) " <` $% `AAJ & :ÂŻ Code PI46

$ Z

# ( ) $ ) " #$ " & qq "% $ $ "+ ) )& $ Z$ ? "? _$ "* " % #$ q>* " )& _$ [ q>)& <B $%`AAJ & |ÂŻ Code PI54

$ p % $ Z )[ )'% $ ? "? % $ qq "% "$ *> q> )> )& $

<K $% `AA| & BÂŻ Code PI73

-43-

<< $% `AAJ 3â‚Ź

Code PI45


Estructuras y Geotecnia / Structural and Soil Mechanics & z # ) >4 $ *

+ _$ "* " % "$ &>) )& _$ [ q>)& <: $% `AAJ & :ÂŻ Code PI43

4 ) ; $ qq "% $ ? qq % #$ _>°' q )

)& $ p :` $% `AA: & :ÂŻ Code PI41

/ $ % ) 5 & ; * $ p )& _$ "* "

`= $% `AA: & JÂŻ

Code PI31

EvaluaciĂłn de Diferentes Elementos ; ) % , LĂĄminas de SimĂł

/ # & ' Z $ 2

$ q " + $ p K< $% `AA: & JÂŻ

[$ ?'[ & )& #$ q>* " J; $% `AA< & :ÂŻ

Code PI38

Code PI19

$ Y Z #

< * - Y " , - Elementos Finitos

$ & " )( )& $ ' <; $% `AA: & :ÂŻ Code PI37

$ p % $ ? qq + #$ _>°' q <K $% `AA` & :¯ Code PI17

/ ' % # #

A Finite Volume Format for Structural Mechanics

$ & " )( )& $ ' <; $% `AA: & :ÂŻ Code PI36

5 $ for Soils

$ p % _$ "* " )& $ $ (> )^> j> ( :; $% `AA< & :ÂŻ

$ qq " `K; $% `ABA & KÂŻ

Code PI3

Code PI32

# $ 2 & [$ ?'[ & )& $ p <| $% `AA: & :ÂŻ

* $ ? ,

' ' Â 0 plasticity _$ "* " )& _$ Z>'_ ) > :< $% <;;A 5â‚Ź Code PI331

$ 5 tunnel model deformations caused # 5 4 #

"$ q " % $ " [ % $ p <| $% <;;A 5â‚Ź Code PI334

& ' > computer simulation #$ " # ^% $ p % $ q ?" % Z$ ^ ( q% #$ ^ "_ ) `` $% <;;A 5â‚Ź Code PI336

2 ; ( ) $ 5 $ p % $ (‘" 2008 5₏

Code PI321

$ ' > " ‡ Code PI15

#$ > "> ) % $ q &>% &$ Z _> ) % [$ Z '( ']% $ " >p‘) B $% <;;B 5₏ Code PI324

$ & " )( )& $ ' := $% `AA: 4â‚Ź Code PI35

/ # $ 4 2 4 Plate Elements

% Thick and Thin Plate and Shell Analysis

$ p % $ $ (> )^> j> (% ?$ '‘" (

)& "$ q$ +q " <K $% `AA; & :ÂŻ Code PI5

/ 4 403334Z2 < ? ' < $ histĂłrico

$ p % $ ( " )& $ q " `= $% `AA: & :ÂŻ Code PI33

Modelado de la FisuraciĂłn en Q <

$ _'p (% #$ _ "> )+% #$ q� (‹ " + `| $% <;`; 6₏ Code PI344

#$ q>* " AA $% `AA; & JÂŻ

Code PI4

-44-


Control de Estructuras / Structural Control ! Books

$

# # ( $ Applications

#$ " & qq "% $Z$ ? "? )& $ > > , & $ $ '"> Z> % q$ " * qq>% [$ _ [ ) )& *$ "" , & $-

J<K $% `AAA% > ?)@ BJDBAA<|DJ`D;

J:< $% <;;`% > ?)@ BJDBAA<|DB<DB 49â‚Ź

Code L43 49â‚Ź

O U ! O Q R O O O ! O RD

R Q D R X $ O Q X Q O U ! QR O % O O X R ! O ! ! $ @ Q Q R ! `D O D % $ ( k  ! ˆ Y Q @ O R Y % $ ? W  D Q % #$ _ kRX " XD ! Q % $ ^  " Q ! R % $ " O [$ q

 ! ˆ Y Q % )$ q % #$ " _$  & D k ! Q D R Q % _$ $ _ Â? #$ "  q Q ! Q % ^$  & ! % #$ q "$ $ X kkR % ! kkR ! kkR O % q$ D Q  ! Q R % $ [$ _ „  OD O ! R R  #$ Z X D k q O ^  > R D O R Q % $ ? „  O ! Q Q % #$ $ Z $ Z$ ? D Q  " ! ! Y O O Q % #$ _$ ^ R _ ! ! R % [$ j$ Z $ $ _  O ! ! O k R % $ ^ Q $

-45-

Code L54

O _ R R Q O O O ! D $ O Q R O

Y Q X O D

R O R$ + Q O ! ! ! O % Q R ! O Q % O O k % O O O $ O Q O ! O O Y D

% Q O Y ! R D k O $ > ! K O O Y O Q Y $ @ ¡

O O % *$ Â

¡

_ ! D D % q$ Â

¡

O ! O R R % $ O Â

¡

Y _ R % q$ Â

¡

O R R " O D % [$ _ „ Â

¡

O R ! % $ ? $


Control de Estructuras / Structural Control

, $ . < + & ' < #

( $ ( ! 2 ( 2 (

#$ " & qq " , &$-

? 4$ ? >

:<; $% `ABA% > ?)@ BJDJ;JD`KK`D< 24â‚Ź

Code L3

j$?$ qqÂ?% $ q " 2008

Q Š Ž U % k R ‡ Ž % ‡ % % O ‡ % O Ž Q ‡ R $

5â‚Ź

Code PI329

@ > U ‡ ‡  q D U ‡ ‡ @ Š Y D  _ R ‡ Q  > U ‡ @

ÂŽ Â & Â? D Â & Â? k D ~ Â Â? Q Â

ˆ ~  R D

 Q‡ ‡U  U  $

, !

$ )

$ Z$ ? "? % )$ _ q>) " + #$ " & qq "

< - ; a la simulaciĂłn de procesos de transferencia propios de la $

`<J $% `AAJ% > ?)@ BJDB=BK=DJKDJ $ [ )(‘q (% #$ $ ) % ]$ q>* " 14₏

Code MIS8

U D O Š R ! % R D Q ‡ Š $ D Q Q v OŽQ z$ & Š Q

W D % R Š D Ž U OŽQ $ @ D Q  OŽQ U  q R  > D  numÊrica determinista de ensayos de conD OŽQ $

<`J $% <;`;% > ?)@ A=BDBJDAK=:KDBBD= J|ÂŻ v & <=ÂŻz

Code M117

Q~ Q ~ ! W Ž D Ž _% ! D Š ‡ D $ Q~ • _ Q ~ D % YO Q D Ž R Q Ž R ! $ q • D

k @ Ž ` Q _% Y Q‡ R ! D $ Ž < el desarrollo general de la formulación y la

-46-

_% ! k D Â? Y

R Q ‡ W Q Ž : ‡ dedicado al desarrollo detallado del mÊtodo >_% ‡ D sis fenomenológico se introducen las metoD Ž ‡ Q“ W % k ~ $ Ž J ‡ D Q W Q D Ž _ R Š Q Ž Ž % O O Š W D $


Control de Estructuras / Structural Control

��‘’ “” •‘–”�

—‘–”� &˜ ™š”›™”

XX ediciĂłn VersiĂłn a Distancia " #$$%& ' " (!# )

" " * " #$$+

- * - ? # ‚ ,

~ !@

Q~ _‡ % R Y % ! k Q Ž R D k ‡ R � Q Ž $

' Ă‚ R % v? % z $ $

O Â? D ÂŽ R W R ! $ ) Q Y $

) % v z $ D $!

q ! ŽU D ‡ % intereses y necesidades. Š k D % W R Š R ! $

‡ ) Š

_

_

‡ _

‡

Problemas GeotĂŠcnicos

Fluidos

& ‡

TransmisiĂłn del Calor

Z Ž Q ‡

_ ‡

k % $

' Ăƒ „ % v[ Rz $ D „ $ O _ ! _ O ! O O O X R O U ! O O % ˆ R U $ O O O O X ! O % ! % R ! ! Q % X ! O O O Q Y ! $ Q U ! ! ! R Y $ R X O _ ‚ ! % ! O$&$ $

_ "> Elementos Finitos

' R ! j % v'^z <$ $ $ X

$ $ D

_ ! ' Š � v' z$ Ž ! Q R ! @ $ $ $

-47-

Ž @ >_) U `% ) ' [ ‡ % ;B;:J ? % � @ ’:J A: J;` =J J` Y@ ’:J A: J;` K| `= ! D Ä $ $  $ $


Fluidos y TransmisiĂłn de Calor / Fluid Flow and Heat Transfer ! Books Fluid Dynamics and ( * 5

#$ "> ']% _$ Z _ > )% ?$ ' q % #$ #$ [ [) >)% $ Z _ )& $ >" )) ' , & $-

Nonlinear Dynamics in Fluids $ _ "°'\ )& $ _ [' " , & $<<` $% <;;:% > ?)@ BJDA|AAAD<BD| 29â‚Ź

Code L70

|B| $% <;;:% > ?)@ BJDA|AAAD`<DA 75â‚Ź

Code L76

O Q X O ! O ) &<;;; ! D rence honoring Pierre PERRIER on the occasion of his 65th birthday. O ! % ƒ ) &R O O Â…% O )" % % % ) Q <;D<<% <;;;$ O O O D Q O $ ""> "% ! Z ! O O R D & & % R &Š ŠD guĂŠ GĂŠnĂŠral at the french AcadĂŠmie des Technologies in Paris. O ! Q &R % Y $ O Q @ ` O D @ v`z _ O _ ! % v<z % v:z ) O % vJz ? Q % v|z ) Q _ % vKz ) j Q % v=z Q D % vBz ! _ _ O % vAz R & % v`;z & * $ >> YD ! ! Q & O O $ ""> "‚ ~ O

R & O $

O ! O Q O `: O „ D R j X D O % ) &R % O ? % # R : D |% <;;: O QR O & !

OR ! O ' D tat PolitĂŠcnica de Catalunya. R% O j X O R R D „ ˆ % Q O ! Q ˆ R O O % „ ! % O Q % $ @ > q % O `@ R D „ ˆ % O D <@ O  O :@ O  O >*@ _ OR R &R  O |@ "  O K@ [ OR O R D „  O *>>@ _ $

% Âœ , $ ? qĂ… ' D >_) % <;;J

Â… Q ; 5 ;

Vol.1 Fonaments i funcions de particiĂł <`` $% > ?)@ BJDB:;`D=|JD=% <;;J% `BÂŻ

" " , . /. subsonic to hypersonic regime

!

&$ $ ( > ')% #$ \"> ']% #$ $ & >&\"> )& _$ _ ">)>, & $-

|K= $% > ?)@ BJDB:;`D=||D|% <;;J% <KÂŻ

|;A $% <;;:% > ?)@ BJDBAA<|D`BDB

W Q Š Æ ÂŽ ‚O ! W ÂŽ W $ D U % % W W Ç % ÂŽ Y ‚ D W ‚ ‚ Y U Y $ Ă‚ Y O Q Æ $ W ! Š Y % ! QŠ % ~ š Q Æ D $ Y ‚ @ % !  % Æ ! D % % Š Y % ‚ ÆD ‚ W Q $ ‚ Ă‚ ‚ % ‚ Q~ Š W ‚O D Š W ‚ ‚ Ă‚ W % % O U R $

95â‚Ź

Code L66

O Q X O O j Z O vj Z D<;;<z ! <;;<$ O !

O O O q jD

v q Q R O j Q Xz Q X O $ O ! O O % Y O ! @ Y O O ˆ % % ! D % Q % O X Q R R O X O X %

kk % D ˆ % ˆ ˆ $

-48-


Fluidos y Transmisiรณn de Calor / Fluid Flow and Heat Transfer

$ % Z$>$ )& " ) )& $ย $ ^" [ & , & $B=: $% <;;J% > ?)@ BJDA|AAAD||D< 85โ ฌ

Code L83

&* ) >) '"?'q ) ] ! O O ! ! Q $ O Q X ! O ! O O '" _ Z Q ! v `;z% Q O O X R $ O O ! O OR ! Q ย $ O O % Y $ O Q ย % ย R ย % Y R ย ! % ย Y % Q O ย D) ย % ย Q Q % ! Q % ย % OR ย OR Q % D R % DQ Q ย ! O ย $

$ % " $ & ( , &$- $ ? Z"% >$ " % +$ '& "% Z$ ")Z q(% &$ Z ))>)[ )% q$ ^q > "% "$ >* % &$ " )) ? "[ "% [$ #$ * ) Z ># % $ q ( ) %q$ * q>p % $ p % #$ $ > ( % #$ _ " & )& , &> "> q &*> "+ __> `$`;; $% <;;;% > ?)@ BJDBAA<|DK|DB 76โ ฌ

Code L47

O O ! O Q O R ! $ > D R O ! % Q O Q O ย `;$

Q *>>> ! D O Q ! O R ! Q % O Q Q X $ > ! O O D O O O Q ! v DBz$ O Q % &) q % Q Q % Y R % D! DQ Q % OR ย % Y % O O " R Q Q D ย R% OR R % ย % Q ย % D O ย $

$ % >$ $ " % $ $ Z ) ^% )& $ [$ Z _ , & $A;= $% <;;<% > ?)@ BJDA|AAAD;=D<

% = / # ; 5 76โ ฌ

Code L59 $ $ q>)& ) )& #$ _$ " & )& , & $-

O Q X O ! O Q ! Q % O Q Q X $ > ! O ! O '" _ Z ) O ! v DAz$ Q ย % ย % &) q % OR ย % D Y R % Q ย ย % ย Y % O O " R Q Q ย ย R% D O ย ย Q $

|=K $% <;;<% > ?)@ BJDA|AAAD;KDJ

O R O ! % Q ย Q O ย DA O O O O U $

O O Y ! O O W Q R% U X O O O O D ย O Q _ Y OR $

-49-

49โ ฌ

Code L57

O ! O O ! O " ! _ Y [ OR O * [ % ? % _ O `AA=$ ! O O ! O O ย U R ! O $


Fluidos y Transmisiรณn de Calor / Fluid Flow and Heat Transfer ; ; ( * 5 % Applications ^$ _ "[ )% $ p #$ "> ']% #$ " >" )& $ $ (> )^> j> ( , & $ $% `$J=; $% `AA:% > ?)@ BJDB=BK=D:;DB 29โ ฌ

Code L19

O O O *>>> > ! O O > ! ) _ O ! O ' ย ! ย <;D<: Q `AA:$ O O D Q % O O U $

= / # ; 5 #$ _$ " & )& )& $ _ > , &$J`: $% `AA|% > ?)@ BJDB=BK=DKBD|

# 5 5 Aquifers $ ' &> )& $ [ q "\ , & $=K= $% `AA:% > ?)@ BJDB=BK=D<KD] 36โ ฌ

Code L20

O JK O `< O j > _ D O ? % `DK ) Q % `AA<% ย O D O O% O W O R O $ O U O X W ! % D !D O D % ! W ! $ O ! W ! O% O Q k $

24โ ฌ

Code L27

O ! O O ! O O O U ! OR Q D U O X O _ Y [ OR O O ' ? & Q `AA<$ O @ ! Q R R ! Q v Q U z% ! % Q Q Q % ! Q % UD

! Y ย R% Q Y Q O % <& :& Q D $ * O O @ % D R % XD % O W % X O $

# - < Q <

/ , . Q , ?

#$ )&" ' , &$-

$ #$ _ " + #$ "" "

36โ ฌ

JBJ $% `AA;% > ?)@ BJDJ;JDK;J|D=

& O % U D ย ย $ q U Z R ~ Q Q~ R ย R Q ย % O Q ย R Y D O Q ~ $

27โ ฌ

:A` $% `AA:% > ?)@ BJDB=BK=D`AD=

Code L4

Q Q ย D O ย Q ย ย ! Q k ย ย R $ @ Qย ย ย ย ย

ย ^ ย " k ย ^ Q W ย ย ^ R ย ย ^ย ! ย ^ D

ย ย ย D Q O ย @ & U R ย _ย ย @ _ย Q ย Z ย ย ย O ย D ย ย & ย Q ย ย $

Code L15

4ย Q# #

$ ) Z (ย " >qq )& $ _$ q _ :`; $% `AA;% > ?)@ BJDJ;JDK|;<D| 21โ ฌ

Code L7 . 0 . " / "

O Q X Q Y O R ! !Dk OR R $ O O O O Y O Q ! ! O W % O O O U ! Q R ! $ -50-


Fluidos y TransmisiĂłn de Calor / Fluid Flow and Heat Transfer

Q ,

Ž † 4/ # # & Y

1 " / /2 & 3 " 4 ? "> )$ Z * "' Z^>) $ )['> % >$ "> > % q$ )& q + _$ $ ('"? ) , & $-

<AB $% <;;B% > ?)@ A=BDBJDAK=:KDJKD=

B|; $% `AA`% > ?)@ BJDB=BK=D;`DJ 49â‚Ź 33â‚Ź

Q~ Q ‡ O Ž Q ‡ % Y ! ! > Z Ž Q D ‡ W ' Š R desde 1971. @ " Q  Q‡ O Ž Q ‡  Š Q ‡  ŽD !   q R $

Â? # < (

O Q X „ QR O DX " O D % ! % Q ! O " D R ! ? O OX ! O R $ O O Q X ! D Q ! $ O R ! W ! ! Y ˆ $ _ ! O O Y O R Œ D $ O ! O O W D D Q ! ˆ R O OD ! D R $ @ > O `@ O ? k

W [ &R W O <@ ^ R & O O >>>@ ! ^ R O O ° D[ &R R _ * [ O >*@ O _ R ! [ &R Q O *@ ! [ Medium Flows Conclusions References

5 "2 & 3 q$ )& q + _$ * " q , & $:<< $% `AA:% > ?)@ BJ DB=BK=D<=DB 36â‚Ź

Code L111

Code L9

Code L18

Q Q “ Y Q ! % % Y R k R Q ‡ $ ‡ Š Š D O ÂŽ Q ‡ $ @ v| Q ~ z ÂŠ R vJ Q ~ z Â‡ v= Q ~ z$

-51-


Fluidos y TransmisiĂłn de Calor / Fluid Flow and Heat Transfer

, ! A Geometrical Domain Decomposition Method in

; #

A Finite Element Formulation for the Numerical Solution of the

$ 4 Y

[$ Z '( '] )& "$ &>)

"$ &>)

<J; $% <;;<% > ?)@ BJDA|AAAD`=D]

`<; $% `AA:% > ?)@ BJDB=BK=D`=D ;

29â‚Ź

15â‚Ź

Analysis of fractional step * $ 4 > Equations #$ ?q % "$ &>) )& $ Z' "

<<: $% `AA=% > ?)@ BJDB=BK=DA|D<

Code M70

Code M14 31â‚Ź

O v&&z O O X D Q ˆ Q~ $

! O D ! O && O O ! X ! U $ > O W ! & O )

D O $ O O W U % O O ! O ! O ˆ QD ~ $ D ! Q Q YD Q Q $

$ * # % 4 4 Systems _$ Z>'_ ) >% $ [ q & " >? "

)& _$ "* "

> O X U D O W O D W O O Š Q O O% O % O R $ O Q O Q D R Q % O O O k $ OR R% O ˆ QR O D ! R k O D ! O % O O Q R vQ R R z U O v R z$

' < < ; ; [ 2 < + % + # % $ $ _ "[ + "$ &>)

<;K $% `AA=% > ?)@ BJDBAA<|D;KD< 18â‚Ź

Code M41

`BA $% `AAA% > ?)@ BJDBAA<|D:ADA 21â‚Ź

Code M48

O Q~ ! O O D O X O ! % R ! ÂŒ O ! R R O $ O YO Q QR O R D D Q ! O O D Q O O O Y O ! O O Q $ @ > % ! O Q  ! Q  > ! O Q  ! O Q  k  ) D $

Q~ Q ~ D Š U W ˆ ~ Q % Š Q $ D ‡ W Q D W D U Q R ˆ ~ Š $ @ Q $ Q X  D ! D  Q X  Q ) D X % Q D  U Q R  D caciones.

-52-

Code M38

O O O R ! ! % U O ! O ! Q % ˆ W % ! O ) D X W $ @ >  ! X Q  " ! ) D X W  * R Âł ! D

O Â D algorithm; Conclusions.

Z - ; para AnĂĄlisis HidrodinĂĄmico de Estructuras Navales #$ [ " { % $ p + Z$ > ""

<KA $% <;;;% > ?)@ BJDBAA<|D=|D|% :`ÂŻ v & `|ÂŻz

Code M59

q W D sente trabajo es el desarrollo de una meD Ž Š R � O ‡ Q $ Ž ‡ Q v R z R % R ! k ~ el agua sobre el casco de un barco en difeD U $ Q ~ O “ ! D � Ž $ k Q~ ‡

Q U U W $

Ž ‡ R ‡ ~ Š % W “ Ž D ‡ ‡ % R Ž Q W reales.


Fluidos y TransmisiĂłn de Calor / Fluid Flow and Heat Transfer A Finite Element Formulation for " ; 5

Protecciones De Escollera Frente $ Materiales Sueltos

Z ' < < Q < ? 2 de las Avenidas

"$ _ "‘) + _$ $ q &

$ " ) \ [ " {

<<B $% <;;B% > ?)@ A=BDBJDAK=:KD|BD;

<J< $% `AA|% > ?)@ BJD=B=BK=D|:D=

29â‚Ź

21â‚Ź

"$ &>)

<:K $% `AA:% > ?)@ BJDB=BK=D`=D; 21â‚Ź

Code M16

O O O ! ˆ Q Q O Y U O % Ăˆ O R O O _ O v _z O U ! D ˆ R v &z$ O % ! O Q % Q O O ! O ÂŒ R O ! O U O ! O $

$ Numerical Solution of

; 5

Code M111

• R R Q~ U U Â? D ! Š Q D Q ~ $ q ! k W Q D U ½ $ ° D ! ‡ Q Q ~ W Q Š $

Code M27

@ > Q~ Â

D D Â > ! O Â

‡ informaciĂłn histĂłrica a las distribuciones ƒ Y * Â…Â

‡ D O Q ƒ D

Y Â…Â ÂŽ # % R $

< * - ? " ,

$ "$ > Z " )& $ p `=| $% `AAK% > ?)@ BJD=B=BK=DB|D|

#$ _>°' q ) % [$ ?'[ & + $ p :K; $% `AA`% > ?)@ BJDJ;JDBKB|D|

16â‚Ź

Code M34 33â‚Ź

O O D O ! O O D Q ˆ Q U U v O z O O U % O W $ O ! O D O >_& $

Code M2

Q ~ ‡ k Q D Š ˆ ~ ‡ D OŽ % Q @ Ž k R W OŽ $

$ < ! Research Reports ; ; Level Set Equations $"$ >& q Z)% $ p )& $"$ " ) ) 2003 4â‚Ź Code PI239

> . 4 $ 4; Free Galerkin

/ ' ; ; ; 5 Z ; ; Element Methods $ p % #$ [ " { % [$ ?'[ & )& $"$ >& q Z) :B $% <;;: 4â‚Ź Code PI223

+$ *>& q% $ *>qq ) )& $ Z' "

`` $% <;;: 4â‚Ź Code PI233

I K + I K ) < I K

; = ž

Numerical Simulation of Gear Pumps

$ [' Z > " ')+ J; $% <;;< 4â‚Ź

; 4 5 5 $ ; ; + $ p )& #$ [ " >

:J $% <;;` |ÂŻ v & :ÂŻz

Code PI208

' approximation of transient € 5 "$ &>)

J; $% <;;; 4â‚Ź

Code PI197

Code PI220

# € 5

[$ Z '( '] )& "$ &>)

:; $% <;;: 4â‚Ź Code PI224

$ p % $ )& $ >& q Z) <= $% <;;; JÂŻ v & <ÂŻz Code PI196

-53-


Fluidos y TransmisiĂłn de Calor / Fluid Flow and Heat Transfer ' * $ 4 > Y # "$ &>) % #$ ?q % [$ ?' [q> %

$ Z' "

:J $% <;;; JÂŻ v & <ÂŻz Code PI187

# € 5 "$ &>)

:| $% <;;; 3â‚Ź

Code PI186

' = & Y "$ &>)

<: $% <;;; 3â‚Ź

Code PI185

' Y # $ 4 $ p )& _$ _ )( ) J: $% <;;; :ÂŻ v & <ÂŻz

Code PI183

$ € € 5 $ >& q Z)% _$ $ " > )& $ p `` $% <;;; 3₏ Code PI182

Numerical aerodynamic analysis 5 % ) "$ &>) % $ _ " )% $ p )& $ << $% <;;; :ÂŻ v & <ÂŻz Code PI181

; < + ' $ $ # € [ - ? $ p <: $% `AAA 4₏

Code PI169

# # € 5 $

'

' # € 5

$ p )& #$ [ " {

`K $% `AAA 4â‚Ź

"$ &>) Code PI166

:K $% `AAA JÂŻ v & <%|ÂŻz

Code PI148

? 4 ? < viaducto de Ă–resund

# |) [ }( Z ‚ ? Y [

$ " % "$ "> % _$ "* " + #$ q>* " |; $% `AAA 5â‚Ź Code PI165

#$ [ " { >) % q$ \" ( " # + #$ * qq ? ( <B $%`AAB 6â‚Ź Code PI140

& $ 4 4

Q 4& % 4 $ 4

$ [ q & " >? " |= $% `AAA 5â‚Ź

#$ & ) % ?$ " {[ )& $ Z' "

:J $% `AAB :ÂŻ v & <ÂŻz Code PI135

Code PI163

' # $ $ 4 element methods

$ ' 4

$ $ 4 $

"$ &>)

:< $% `AAA JÂŻ v & <%|ÂŻz

$ p )& _$ _ )(‘) <= $% `AAB 4₏

Code PI162

Transferencia de calor por < ( " < 4 $ >$ " ?q + $ ( " =K $% `AAA 5â‚Ź

Viscous free surface hydrodynamics "$ q}Z) "% $ + )[ )& $ p `K $% `AAB 3â‚Ź Code PI130

Code PI161

4 ' € 5 "$ &>)

JA $% `AAA :ÂŻ v & <ÂŻz

Code PI133

& ' # $ 4 4 Y "$ &>)

<B $% `AA= JÂŻ v & <ÂŻz

Code PI126

Code PI156

% 4 #

Error estimates for a fractional step

* $ 4 > Y

_$ "* " % $ [ q )& _$ Z>'_ ) > `B $% `AAA 3â‚Ź

#$ ?q % "$ &>) )& $ Z' "

<J $% `AA= 4â‚Ź Code PI121 Code PI153

' $ € 5 formulation $ p << $% `AAA 3₏

Code PI150

-54-


Fluidos y TransmisiĂłn de Calor / Fluid Flow and Heat Transfer Finite element solution of free 45 $ $ "$ >& q Z)% $ p )& $ :` $% `AA= 4â‚Ź Code PI119

' $ $ $ $ p % $ >& q Z) )& #$ [ " >

<A $% `AAK 3â‚Ź Code PI100

Search for a General Fluid Mechanics

$ $ (> )^> j> ( )& "$ &>)

`= $%`AAJ% 3â‚Ź Code PI44

A Fractional Step Method for the * $ 4 Stokes Equations

Z / 4) + Parallel Free Surface Solver

"$ &>) % _$ *‘(°' ( )& $ $ (> )^> j> ( `B $% `AA= 4â‚Ź Code PI118

"$ q}Z) "% $ + )[% $ p )& $ >& q Z) <B $% `AAK 3â‚Ź Code PI99

; %5 4 Y % # ; 5

; # ; 5 5

[$ ?'[ & % $ p )& &$ # )) <; $% `AA: 4â‚Ź Code PI29

$ > Z "% $ p )& #$ _>°' q :K $% `AAK 4â‚Ź Code PI89

; Z Finite Elements

"$ &>) )& $ :| $% `AA= 4â‚Ź

Code PI117

* $ 4 > Y 5 ; 4 ) # Z ;( ( / "$ & " ^ "% $ % $ >& q Z) )& $ p J; $% `AA= 3â‚Ź Code PI116

# approximation of the stationary * $ 4 > Y Y $ #4 "$ &>) )& #$ ?q `< $% `AA= 3â‚Ź

Code PI113

4 $ $ $ € € 5 $ p )& $ >& q Z) <J $% `AA= 3₏

Code PI110

/

; 5 ( % 4 ;

"$ &>) % _$ *‘(°' ( )& $ $ (> )^> j> ( <J $% `AA= 3â‚Ź Code PI108

Numerical Solutions for the Ship Z * 4 $ ; 4 ) #

% 4/ Y 2 # Lip Seals #$ $ Z >)"> Z% $ $ *> ") <| $% `AA: 3â‚Ź

Code PI42

$ 2

"$ &>) % '$ Z‰ " )& $ p <A $% `AA< 3₏ Code PI24

$ >& q Z)% $ p )& $ :; $% `AAK 3â‚Ź Code PI82

#4

5 ; $ 4 Y

& ' * $ $ % ; ; 5

"$ &>)

<A $% `AA< 3â‚Ź

$ p <| $% `AAK 3â‚Ź

; # ; 5 %5

Code PI81

Finite Element Solution of the Stokes 5 Force "$ &>) % )& $ <B $% `AAJ 4â‚Ź

Code PI58

Code PI22

$ > Z "% $ p )& #$ _>°' q ) K< $% `AA` 4â‚Ź Code PI16

Finite Element Procedures for ; 5

$4/ > % $ $ 4 $ Y 5 /

$ p % $ °'>) ) % "$ &>) )& #$ _>°' q J| $% `AA` 3â‚Ź Code PI14

$ "$ >& q )% #$ $ Z >)"> Z )& $ p <: $% `AAJ 4â‚Ź Code PI51

A Penalty Finite Element Method for * 4* 5 ; 5

G ; " # ; 5 $ > Z "% #$ _>°' q% $ "'> )& $ p <= $% `AAJ 5â‚Ź Code PI50

-55-

"$ &>) % _$ "* " )& $ p :| $% `AA` 3â‚Ź Code PI13


Fluidos y TransmisiĂłn de Calor / Fluid Flow and Heat Transfer $ # the Finite Element Solution of the # * $ 4 > Y "$ &>)

:= $% `AA` 3â‚Ź

^$ q '% "$ qÂ? (% $ p `; $% <;;A 5â‚Ź

Code PI335

Code PI12

A Finite Element Method for the ; 5 %5 Dimensions $ _$ Z'[Z % $ p )& #$ _>°' q K= $% `AA` 4â‚Ź Code PI11

Petrov Galerkin Finite Element ; 5 Z $ 2 Nonstructured Grids $ $ ?"' ^ ) " BA $% `AA; 4â‚Ź

5 > aerofoil noise prediction

Code PI10

# & ' Z % % Z / ; Z † Elements "$ &>) % $ p )& _$ "* "

<A $% `AA; 3â‚Ź Code PI6

' € mechanics $ p % $ >& q Z)% _$ q>[' )& "$ " > :B $% <;;A 5₏ Code PI332 2

# 5 method

$ 5 5 Y $ ?' Z " % $ " [ % $ p :< $% <;;A 5â‚Ź Code PI337

Validación experimental del particle Š ‹ $ p % $ q " % $ >& q Z)% _$ q>[' % "$ " > B` $% <;;B |¯ v & :¯z Code PI318

Z . = G $ equations $ " [

<` $% <;;B 5â‚Ź

Code PI326

2 _$ ^ 'Z>% $ p % [$ ?'[ &

:: $% <;;B 5â‚Ź Code PI328

$ $ simulation of parachutes $ " [ % "$ q " % $ p % $ % $ [ )(‘q ( :A $% <;`; 6₏ Code PI341

€ 5 5 4 physics code kratos and preparation € 4

$ 4 € € 5 5 element method application to #

_$ _ +% "$ " > )& $ p BJ $% <;;B |ÂŻ v & :ÂŻz Code PI327

_$ & _> "% $ >& q Z)% $ p :< $% <;`; 6â‚Ź Code PI342

= ' 5 = ' $ ' $

G 54 # #

($ )[% #$ \"> ']% [$ ?'[ & % $ p )[% #$ \"> ']% [$ ?'[ &

<| $% <;;B $% <;;B 5â‚Ź Code PI322

$ " [ % "$ q " % $ p <B $% <;`; 6â‚Ź Code PI343

$ 4 € 5 calculation $ " [ % $ p % $ >& q Z) `: $% <;;B 5₏ Code PI323

$ p % "$ " >% $ >& q Z)% ^$ ?' q " $ ?' q " << $% <;;A 5â‚Ź Code PI333

-56-5 566-


Procesos de FabricaciĂłn / Manufacturing Processes ! Book

% Y ; $ ? q ‹ ) % #$ _ " % #$"$ ? )[ )& $ p , & $<;B $% <;;<% > ?)@ BJDBAA<|D`:D= 75₏

Code L65

O ! O O O D !D O D D O ! O ! ! ! U Q $ O Q X O Q „ QR Y Q ! D ! O O O ! v R % Q R % O D

% % % W R % $z% ! % O % ! W R ! Y % $ $ O W ˆ R O D ques.

, ! ' [ orden en mecånica de sólidos °$ * q* "& % $ [ q & " >? "% _$ "* " % _$ Z>'_ ) > <`J $% <;;<% > ?)@ BJDA|AAAD`KD` <J¯ v & `J¯ z

Code M69

Q~ Q ~ ! ŽU % Q R U % D k Q Q D Q ‡ % ‡ R D ‡ #<% tanto en contexto de las deformaciones inD U ! $

Numerical Simulation of ; Processes $ p , &$`=` $% `AA:% > ?)@ BJDB=BK=D<=DB `=ÂŻ v & `;ÂŻ z

Code M23

O O U Q O O ! D ! O ! $ @ & ! ˆ ! D  & ! D !  & ! D O  & !  * ! D dels; Conclusions.

Nuevos Elementos Finitos para el Anålisis Dinåmico Elastoplåstico no Lineal de Estructuras Laminares $ )& + % $ p + #$ _>°' q <;J $% `AA=% > ?)@ BJDB=BK=DA;D` `B¯ v & ``¯ z

Code M36

! U ‡ % ! W k UD Q D

‡ % k‡ rotacionales de libertad. @ >   _  ) ! U ‡ D

:& Q D ! ‡  D Š Q O  R Ž ! $

* - ? MetĂĄlicas $ [ q & " >? " + $ p :;; $% `AA`% > ?)@ BJDB=BK=D;=D: <=ÂŻ v & `KÂŻ z

Code M8

D Š D ! ‡ ‡ $

% ‡ ‡ R ! D _ % R k -57-

D dos en detalle. La formulaciĂłn desarrollada k conformado. @ >  _ D  Â‡ ‡ ! _  Â‡ Q R k  D ciones.

Â… > % #

% Y 4; $ ? q ‹ ) % #$ _ " % #$"$ ? )[ )& $ p , & $`|J % <;;:% > ?)@ BJDA|AAADJKD: <|¯ v & `|¯z

Code M86

O Q X ! ! >> ! j X D O O O O O ! > ! O % _ O O W O Y ! the food sector. @ _ ! '  D % O  _ ° R  ! Y ! Y O W ˆ R % &  O ! ! D O R D R $


Procesos de FabricaciĂłn / Manufacturing Processes ; 3 6 / " "

5 Processes

& & ' ; Â 0 Plasticity

$"$ ^Z >

$ [ q & " >? "% _$ Z>'_ ) >% _$ "* " )& °$ * q* "&

`BA $% <;;:% > ?)@BJDA|AAADJ|D|

=: $% <;;J% > ?)@BJDA|AAADK<D|

::ÂŻ v & <;ÂŻz

Code MCMFP1

O ! O O O ! ! _ ! R O R$ @ > Â _ O Â D _ Â ? R _ Â ! R _ Â RÂ R _ D Â & ! RÂ ! O _ D Â $

<JÂŻ v & `JÂŻz

Code MCMFP2

> O O U O O W O Q k ! R Q R Q

O U ! #< R $ @ > Â ) R > Q R Q _ O @ > U #< RÂ _ ! #< R _ & ! Â ) R > Q R Q _ O @ & ! #< RÂ MulD ! #< R _ & ! Â > Â D Â " X $

$ < ! Research Reports 2 4; ) % ( ;

Z * 5 Explicit Finite Element Models

Z ? del MEF para AnĂĄlisis de Procesos de

$ p % $[$ q " % q$ ) _ ' <K $% <;;= & |ÂŻ Code PI302

#$ " ^ ^% #$ # *> *> )& $ p `< $% `AAK & :ÂŻ Code PI97

$ p `K $% `AA< & :ÂŻ

> # Z % 5 % ; & #

* 5 ; % +

A Perspective of Recent Developments in the Finite Element ; Processes

#$ " # ^ )& $ p `= $% `AA= & :ÂŻ

Code PI124

in the Finite Element Analysis of ; $ p :B $% `AA= & :ÂŻ

"$ > )^ * |J $% `AAK & JÂŻ

Code PI96

Finite Element Analyisis of Hot 2 $ % $ p )& "$ &>)

B= $% `AA: & JÂŻ Code PI40

Code PI109

% 4) ; for Finite Element Analysis of / ' 4

* ;

&$ q ) ) % $ p )& $ qq " <| $% `AA: & :ÂŻ Code PI28

$ p )& $ [ q & " >? " K< $% `AA; & :ÂŻ Code PI2

-58-

$ p :; $% `AA< & :ÂŻ

Code PI23

Code PI21

Perspectivas de Modelos

$ # %- Elementos Finitos para AnĂĄlisis de $ p :; $% `AAK & :ÂŻ

Code PI94


Procesos de FabricaciĂłn / Manufacturing Processes

*%2& " 2%Z %Z &

"

* W ! D R W $ * % ! R D Š $ & O * “ W % Q ! Q R ‡ Ž $

Š * k Ž D % Š R Q ~ R ~ k $ q % ! R D ‡ % U $ Q k k $ >_) ! Q Š Q ~ R k su Centro Virtual de Estudios.

O * ! ! >_) D O R $ O * O O % $ O * ! ! O D Q v $ $ % ! % O % D D Y % z ! O ! O $

q @ * Ă„ $ $

-59-

O * Q Q O ! >_) $ > Q k O centers image and content accordingly to the interest of the users. W @ www.cimne.com/cdl


Formación Asistida por Ordenador/ Computer Aided Training ! ) > % Š ‹

% % #

$ ? ' ( * )& [$ Z [ * &( , & $-

$ p % ?$ '‘" (% &$ "$ j )% ?$ ZZ" q "% ?$ ^"} q>)

)& _$ ^q >? " , & $-%

:A; $% `ABA% > ?)@ BJDJ;JD|=<|D`

KJK $% `AA;% > ?)@ BJDJ;JD=:;JDJ 11â‚Ź

Code L5 17â‚Ź

O Q X O O > ! O ! & v &z D

O % k QR O [ R O > % Q % ' " Q O ') O ' ) > & k v')>& z ! ) Q `K <`% `AB=$ @ [ v`: z & ! & R v`J D z Y v<` z v`: z$

Code L6

O O `;` O > D ! OD

R v ĂˆA;z% O ? # R B OD`< O `AA;$ O D ! O Q O O O Q ! v z O O R ! ÂŒ Q $ ! D U ! O R ! R$

Q ! QR O Q O U are also included. @ ^ R v= z O v`A z O R v<J z _ D O OR v`` z O v`B z D v= z ! vA z$

<

? -

Documentación de los cursos*: ¡

& @ :

¡

Y

¡

[ ÂŽ &

¡

& % % ~ R ~

¡

Programas de ordenador

´ Q@ www.structuralia.com q Š * v +_ z$ +_ k D R ÂŽ Š > % ! k $

< ? & @ <

Ž % ‡ ! R ! @ www.structuralia.com Tel. +34/902 100 925 info@structuralia.com, cursomef@cimne.upc.edu

-60-


Softeducativo / Educational Software

+ + Q O ! O @ www.cimne.upc.es

q : W D U $ > R Ž ‡ % ~ Y ‡ Q R ~

4%2 ( ? dimensiones

Q Ž Q Q ~ D $ q Q % ~ Š $ q ! ‚ ‡ W j A|% AB R <;;;$

4 0 ( ? 4 & ( < de estructuras y sĂłlidos ecuaciĂłn de Poisson por el - -

1998

1999 1999

& @ B: ÂŻ

& @ B: ÂŻ & @ B: ÂŻ

Š @ `<; ¯ v R % R & " z &D ‡ � � k D ‡ D R R $ “ Q k ‡ % “ D nes de cada ordenador. &D k O D k ~ ‡ D R Q Š ‡ D Q ‡ � de barras.

@ `<; ÂŻ v R % R & " z

q &D <& R &D Q~ Š k ‡ Š U v_ z Y % D % ‡ Q Q $ &D <& Q ‡ R ‡ Q R &D ‡ Q Q v % U D % % ˆ ~ % $z$ q R W R YD Q Q _ • R Ž $

ÂŽ &D @ ¡ [

&D <&@ ¡

‡ R Q ~ O Q D v R ! z

¡

¡

_ ‡

¡

% ! Q R

¡

¡

! ˆ Y Q D k ! k ~ > D k ~ R Q Š ! ! D

� R ‡ Q D dÊmicos y reales

@ `<; ÂŻ v R % R & " z

¡

Elementos triangulares de tres y seis

R ‡ % O R

$ Q D $

-61-

ÂŽ &D @ ¡ k Q W Q ! D @ % R ¡

U ! ‡U R Ž R D ‡ _

¡

Q

¡

k ‡U D D ‡ D ‡ $

¡

q Q D % Q Š ‡ $


Softeducativo / Educational Software 4%2 ( # 5 > 4[ = methods

4 0

1998

# %5 Z ;

& > & q @ B: ¯ v O ! O ' ‚ _ z

@ `<; ¯ v O &D" _ D ' ‚ _ Q X ! z

7 86 " 9$ â‚Ź O ! O &D R Y Q % O R O R R O $ O D D! R ! X R D O $

"#$%&'#'* consists of four modules: z O O R k O ! ! R Y O $ > Y j DQ O % O O Q R O $ Qz q Q RD O O ! &D Q D !R R X ! `&% <& :& ! X D~ % O % R Q R $ O k ! structures. z > O Y O R R QR &D $ O R ! O QR ! O % $ $ O Q % O Q R ! O Y O % R Q R $

5

1999 & > & q @ B: ¯ v O ! O ' ‚ _ z

@ `<; ¯ v O &D" ' ‚ _ Q X ! z

v z$' @ :; ÂŻ O ! O &D q <& O R O ! O _ O Y O ! O $

O O O U R O R Q ! O % R ! O O ! Q O ! O Q O _ U ! OR D gineering. O &D < O U Q X @ % O O O Q ! R _$

z > O Y O X R D O R $ > ! Q O Y O O O $ O ! O R QR $ R O X O O R O U $ " W JBKD Q O J _? " _ j A|% AB <;;;$

Characteristics `&% <& :& ! X D~ Element number only limited by RAM &D q <& Q JBK Q> ‚ O j A|% AB <;;;

" Q O >>D Y ! $

Characteristics

*: 5 ; < *::

¡

R ! O OR O ! D R v D z

W X ) Š ) Q !

Precio / Price

¡

q

2

190 â‚Ź

¡

3

250 â‚Ź

q @ ! O % ! R Q $

¡

@ O : K % W O J% B A $ Q R ! $

> R k R X „ v z > ‚ X „ v z

'! #' ! ", & :" . 4 " " 4

* ‡ Q + Q O ! O

'!5" , ! ", & :" .& " / 4 " " also available

-62-


Software Profesional / Professional Software , ! Desarrollo de un sistema , + < y datos para el anĂĄlisis por el

-

< * - % [ / ? =; $% <;;K% > ?)@ BJDAK=:KD;|DA

#$ _ " % $ q ) % _$ ) '% "$ ">?Â? )& #$ $ \" ( , & $-

"$ ">? % $ p + [$ ?'[ &

<|ÂŻ v & `|ÂŻ z

<`K $% <;;J% > ?)@ BJDA|AAADJBD]

<<; $% <;;;% > ?)@ BJDBAA<|DK=DJ

/ 033Œ( 0 Advances and Applications of GiD

_$ ) '% $ ")‘)& ( #>_\) (

Code M99

q Q~ • O Y ~ ‡U R Q Ž % D Q Š R de trabajo. Se contrastan las herramientas Y ~ ‡U D ! ‡ Q ‡U % ! R U Ž Q Ž R $

:<ÂŻ v & `AÂŻz

R k Š  [ D

 Â‡  ~  D

R Ž !  & D ‡ )'"?  ? Q • $

 & Â

_$ ) '% "$ ">?Â?% $ q ) % #$ '>

)& $ qq , & $-

Pre y Postprocesadores para el

? ( / 4 W3

$ qq% _$ ) '% $ q ) % #$ '>

)& $_ q )& , & $-

$ _'p ( + #$ _ "> )+

<AÂŻ v & `=ÂŻz

<JÂŻ v & `JÂŻz

Code M56

• Q ! !

‡ _Š Š

Š Q k ! v ! U % “ U % Š % Š % $z$

Code M88

O Q~ ! O O Q O ! O [ & R O O % D O k D ! Y O D Y O U $

/ 033ÂĄ( G Advances and Applications of { @ > Â _ Â & U GiD @ k [ &Â del trabajo; Estudio y requerimientos; Caso

<;| $ ’ X „ ! [ &D A;% `AAA% > ?)@ BJDBAA<|DJADK <A¯ v & `=¯z

Code M52

k ‡ ÂŽ ~ % ‡ ‡ % D R W D U $ Q Š ‡ D ÂŽ R W $ Q ‡ U v A;z% R D v[ &z >_) % D Š ‡ ~ $ @ > [ & R D  ! R  > _Š  A; vQ z [ & v R z U [ &  % ‡ R D v ! z % ‡ R ! D ~ v ! O z ~ ‡ interface 3dshell y 3dsolid.

113 / 033 (Œ%Q on Advances and Applications of GiD

`|B $% > ?)@A=BDAK=:KD|<DB% <;;B Code M110

O Q X O Q ! O O ! O ! O [ & ! O O ! >Q k ! BDA _ R <;;B$ U QR ^ R q D O O U ! QR Y $ O ! D ! O O ! @ ¡

> ! O & v>[ % *& % &] % $z

¡

_ O

¡

Medical images treatment

¡

"

¡

> ! ! Q [ & D vq D&R % Y % z

¡

* k ! v % ! % % Q O % $z

¡

Y ! ! [ & D v[> % [ O % _ D OR % &% R Â Â OR Â O RÂ ? D Â O z$ -63-

B: $% <;;K% > ?)@ BJDA|AAADA;D; <|ÂŻ v & `|ÂŻz

Code M94

/ 0313( 6 $ / ( 1 ÂŽ + Â… > ( _$ ) '% $ q ) % #$ '> %

$ qq% $ _ q )& % $ _ )" % $ Z> % $ & &* )& , & $B= $% <;`;% > ?)@ ABDBJDAK=:KDA;D; :`ÂŻ v & `AÂŻz

Code M118

O O R O Q ! O O UU O ! O [ & ! ` ^ j X D O % O ? ! <K <= ! _ R <;`;$ U QR ^ R O O U ! QR D

Y $ ' ! R% O ^ RD note lectures could not been included in this Q X$


Métodos M étodos Numéricos Numéricos / Numerical Nu®merical Methods Nu Methods

The Personal Pre and Post Processor

1 0 v

ersion

WHAT’S GiD GiD: a universal, adaptive and userfriendly pre and postprocessor: GiD has been designed to cover all the common needs in the numerical simulations field from pre to post-processing: geometrical modelling, effective definition of analysis data, meshing, data transfer to analysis software, as well as the visualization of numerical results. Universal: GiD is ideal for generating all the information required for the analysis of any problem in science or engineering using numerical methods. Adaptive: GiD is extremely easy to adapt to any numerical simulation code. GiD’s input and output formats can be customised and made compatible with any existing software. User-friendly: the development of GiD has been focused on users needs, providing simplicity, speed, effectiveness and accuracy of user demands.

software in computational science and engineering. Engineers and scientists wanting to have individual access to a powerful pre and postprocessing system for research and applications of numerical simulation codes.

Applications fields Solid and structural mechanics, fluid dynamics, electromagnetics, heat transfer, geomechanics, industrial forming processes, etc. using finite elements, finite volume, boundary elements, finite difference, meshless or particle based numerical procedures.

GiD: a multi-software integration platform

GiD adaptive features

Who needs GiD Engineering companies willing to unify their input data and results visualization environment, through a variety of numerical simulation codes. Universities and R+D centers wishing to provide a multi-user environment for pre and postprocessing, which would allow the development and applications of a diversity of

cilities reduces redundancy and costs associated with model development. Allows easy interface with in-house software codes and CAD systems. Reduces learning time and improves efficiency with an intuitive graphical interface.

Why use GiD Reduces time and costs associated with numerical analysis. High speed, high quality meshing and data input definition reduces the analysis time for complex geometries. Direct use of CAD data combined with GiD geometric modelling fa-

Multilingual: GiD environment is fully translated into English, Spanish, Japanese and Russian. Multiplatfom: GiD has been developed using C++, Tcl/Tk and OpenGL in order to provide the best performance and portability on UNIX workstations, PCs using MS Windows or Linux (on 32 and 64 bits), and NOW also on MAC OS X 32 bits.

Multiple calculation options: local and remote (an application is provided to run calculations remotely from GiD).

GiD Applications

Naval Engineering

Electromagnetics

Fluid Flow

Industrial Processes

-64-

Structural Analysis

Bio-Medical Engineering


Software Profesional / Professional Software GEOMETRY DESCRIPTION Preparation of analysis data

MODEL DISCRETIZATION

VISUALIZATION OF RESULTS Simulation

PREPROCESSING GENERATION OF ANALYSIS DATA CAD system GiD is a CAD system that features the widely used NURBS surfaces for the geometry definition. Typical operations can be used such as geometrical transformations, boolean operations in surfaces and volumes. A complete set of tools are provided for quick geometry definition.

Meshing GiD allows the generation of large meshes in a fast and efficient manner, using several in-house meshers, both for surfaces and volumes. Unstructured, semi-structured, structured or cartesian meshes can be generated. Several element types are also supported, such as triangles, quadrilaterals, hexahedra, prisms, tetrahedra, circles or spheres. User can choose between linear and two types of quadratic elements.

GiD also can generate 2D and 3D anisotropic meshes (boundary layer). Several mesh editing tools allow the user to have the total control of any kind of mesh.

CAD cleaning & repairing Several automatic CAD cleaning operations are performed following certain tolerances when importing a geometrical CAD model. There are a handful of graphical tools to detect and repair geometry, allowing the generation of a proper mesh to run a simulation.

Geometry reconstruction GiD contains tools to convert any mesh model to a NURBS surfaces model, this implies big advantages and freedom to edit, mesh and run any kind of simulation.

Assign data to geometry or mesh Easy assignment of any kind of data to the geometry or the mesh (boundary conditions, material properties, etc.). This information can be sent to the solver with other analysis data, easily included due to GiD customization possibilities.

Import/export CAD geometrical data can be read in DXF, VDA, IGES, STL, Shapefile, Parasolid, ACIS and Rhino formats. Mesh data can be read in NASTRAN, STL, VRML, 3dStudio, CGNS and VTK formats. Exportation of geometrical data can be done in IGES, ACIS, DXF or Rhino formats. Several mesh analysis data can be exported using a template file.

POSTPROCESSING VISUALIZATION OF NUMERICAL RESULTS Advanced visualization tools All the widely used types of visualization for numerical results coming from simulations are present in GiD, such as contour fill and contour lines, vector plots, isosurfaces, beam diagrams, streamlines and ribbons, surface extrusions, deformations, etc.. Each visualization type has several options, such as plotting the contour fill of a result over an isosurface of another result. GiD also offers the possibility of visualizing the results on several meshes for adaptive solutions, combining different visualization styles and results, and creation of animated sequences. Planar or spherical cuts can be done to visualize the inner parts of

the model. If the model is deformed, then these cuts are also deformed.

Big meshes handling The advanced visualization algorithms used, combined with the efficient manner of managing the data gives GiD the capability of visualizing large models with a large amount of results in a fast and user-friendly way.

Graphs All the typical graph types can be done in GiD, like point evolution (evolution on a result of a point across all time steps) line graph, boundary graph and point analysis, in which a result can be plotted against another one for a point and, optionally, for

all time steps. Both coordinate systems are supported: cartesian and polar. Graphs can also be imported or exported in ascii format.

Import/export Simulation results can be read in several formats, like FEMAP and TECPLOT. A free library (GidPost) is also available to the desvelopers whose code can not write its results in any of these formats. Meshes can also be exported in STL or VRML format.

Results numerical integration The user can integrate the value of a scalar or vectorial result over a set of elements in a single step, and can get a graph of this integrated value across all the analysis steps.

Some new features in GiD v.10

Stereoscopic View

3D Boundary Layer Mesh

GiDMedical

-65-

Geometry Reconstruction


Software Profesional / Professional Software CUSTOMIZATION OF GiD GiD: The integration platform

Implementation Cost

Thanks to the multidisciplinar philosophy present since the beginning of GiD, its connection with any in-house or commercial numerical simulation code is extremely easy. Also a deep integration involving connection, not only with solver codes, but also with CAD programs, external meshers or visualization tools, is possible. The input and output formats can be

ditions, materials, etc.). GiD will automatically create the corresponding windows, allowing the end user to manage the data of the problem: assign or modify conditions, draw properties over the model, etc. all in a user-friendly way.

Extensions Advanced integration, with full control of look and behaviour of GiD is made possible by the use of Tcl/ Tk scripting language. A debugging tool called RamDebugger is included in all GiD distributions. These advanced customization features, added to the possibility to work with GiD using batch ďŹ le, makes GiD one of the most exible tools in its ďŹ eld on the market today.

In-house Software

Dedicated Commercial Software

GiD + In-house Customization

Example of basic integration window

Advanced integration level

Customization Quality A solution for simulation environment

customized, the different menus can be tailored to ďŹ t any speciďŹ c needs, the analysis process can be started, monitored and completed from within GiD. Once the integration is done, the end user can utilize all the GiD geometry creation and reparation, meshing and visualization tools in order to pre and postprocess the numerical simulations.

Compass I.S. offers an integration toolkit within GiD. This toolkit uses an XML tree and a Tcl ďŹ le which accesses all the simulation data contained in the tree.

Example of a property deďŹ nition window implemented in Tcl/Tk (interface GiD-Nastran)

Spin-off product

Basic integration level The integration can be done by any user regardless of their programming knowledge. Only a couple of text ďŹ les should be written, using an easy keyword system, describing the user’s problem properties (con-

Detail of preprocessing window using Compass toolkit (interface LS-Dyna)

Simulation packages using GiD

Structural analysis RAM-SERIES and design Computational uid TDYN dynamics STAMPACK Sheet stamping VULCAN Casting process ATILA Electromagnetics Super-operator SCIFEA system

GiD can be understood as a perfect platform to integrate several softwares in a single numerical simulation environment. Once a software is connected to GiD, the combined software can be understood as a single product, packaged and commercialized together. The implementation cost is considerably reduced compared to full inhouse software development, with an almost equivalent quality in terms of customization.

Prices list

GiD has been already linked with a lot of numerical simulations packages either by the GiD development team or by external companies. Some of them are listed below. Commercial integrated software

This method offers many more possibilities, including an appealing view of the managed data and a display of the problem and group data during preprocess, which can be created and edited in a graphical way.

GiD v10 Prices (Direct internet downloading) Prices per unit licence (IVA if aplicable)

Research integrated software IBER

Hydraulic simulation

X-FINAS

Structural analysis

CALSEF

Structural analysis

CALTEP

Heat transfer

usb licence

EMANT

Electromagnetics

MAT-FEM

Educational FEM

! ‚ % ' ? R X

CORPORATE

UNIVERSITY

k O R O O

O k

1345â‚Ź

470â‚Ź

1680â‚Ź

590â‚Ź

1950â‚Ź

680â‚Ź

standard computer licence ! ‚

oating licence ! ‚

Interfaces for third parties software are also available, such as LS-DYNA, PLAXIS, NASTRAN, ABAQUS or FLUENT. More information can be found at: www.gidhome.com/gid-plus

* `; @ K;É v Q O ! * A% R Q > z

-66-


Revistas / Journals

2 $ - * - ? # ‚ ,

555( ( !

Editores:

ComitĂŠ Asesor sor Intern Internacional rnac aciionall

E. OĂ‘ATE ' Ă‚ Â? % Â?

$ v � z% $ v � z% $ v � z% #$ v? z% $ k v � z% $ v' z% _$ R v � z% _$ $ k v � z% [$ R v_ŠY z% $ v? k z% $ v � z% #$ ? v'^z% $ ? v_ŠY z% [$ ? v � z% [$ ? v? z% ?$ v � z%

$ v z% #$ v Â? z% &$ v O z% _$ k v* k z% _$ v Â? z% "$ v Â? z% "$ v O z% _$ O v O z% #$_$ $ Š ‡ v z% $ v Â? z% _$ O v Â? z% $ &ÂŽ k v Â? z% #$ & ÂŽ k Q v Â? z% $ & X v z% [$ v z% "$ v z% "$ ~ v? k z% $ v' z% "$ [ v Â? z% #$ [ ÂŽ # v Â? z% $ [ v Â? z% q$ [ R v z% _$ [ Š k v) O z% >$ Z v_ŠY z% #$ Z v Q z% "$ q²O v' z% $ qR v?" >qz% [$ _ O v z% $ _ O v Â? z% #$ v Â? z% $ ) v Â? z% $ v Â? z% $ ÂŽ v Â? z% _$ v Â? z% #$ v' z% $ kk v O z% #$ v z% #$ Š k v Â? z% $ v? z% $ " ÂŽ k v Â? z% >$ " v Â? z% *$ " v z% $ W v z% _$ v z% #$ Y v z$

S.R. IDELSOHN >_ % ' $ ) q % %

Editores Asociados: ALEX H. BARBAT $ $ $ > $ % R ' $ Š $ � % ? % � ALVARO COUTINHO O % ' $ " # % ? k FRANCISCO CHINESTA & $ ! _ O ) % ) % MANUEL DOBLARÉ Š ' $ ( k % ( k % � JOSE MARIA GOICOLEA $ $ $ > $ % R ' $ Š _ % _ % � ANTONIO HUERTA $ $ $ > $ % R ' $ Š $ � % ? % � CARLOS A. MOTA SOARES > Š ' $ Š q Q % q Q % JAVIER OLIVER $ $ $ > $ % R ' $ Š $ � % ? % � BENJAMIN SUà REZ $ $ $ > $ % R ' $ Š $ � % ? % �

Editores de Honor: J.H. ARGYRIS†' $ ! „ % [ R

+ - & `AB| " > _Š ) Š ‡ R & � > Ž Q R ! R ‡ Š Š % ‡ R ‡ R ”D U % W Ž � $ q Q ‡ ‡ % @ Š Q • Ž % R Š ‡ Š % % D

� % ‡ Š Š % $ W R ! R ”U Q Š Š R % Q R ‡ R% % W Y R $

PrĂłximos ArtĂ­culos q$ *>qq ' " % #$ $ " \ % q$ #Â?& "% Construyendo soluciones en serie de ! # >_ " _ % $ [' * + q % _ Â? !

O.C. ZIENKIEWICZ†' $ ! % '^

$ q>( "&>% "$ q� ( % #$ _ " q % Z$ ""\ % $ q " % $ Z ")‘)& (%

‡ Š ! % R % ˆ ~ ! Ž

EDUARDO DE ARANTES E OLIVEIRA > Š ' $ Š q Q % q Q %

$ & _{)[' (‹_$% _$ °'>Z' % $ _ )& ( + #$ >) % SoluciĂłn de ! ÂŽ Y Š U

MANUEL CASTELEIRO $ $ $ > $ % R ' $ Š � % �

)$ Z ")‘)& (‹ >q* % "$ &>) % Resolución numÊrica de las ecuaciones O ‡ k O X Q de cristales semiconductores

JUAN CARLOS HEINRICH & $ ! _ O ' $ ! ) _ Y % Q W W % '

[$ '""> q [ > > ‹ % q$ Z ")‘)& (‹[�_ (% ?$ " _ " ‹‘)[ q % $ "" % "$ " &"{[' (‹_ " {) (% Š R ! k Š -67-


Revistas / Journals

Forthcoming papers

"1X*Œ $ ? + * q% $ q ?"> % $ q q> *" % +$ _ & +% )$ $ )['+ )% $ $ "

" Q O W ! O Q ?$ "? )&>% $ " q% #$ ? )% &$ "+ ^ q+) ^

$

> ! ! ' "

$ 5

Editors M. KLEIBER O R ! % E. OÑATE ' Š � %

$ q +[' % $ * "" )

" J. T. ODEN ' R ! Y % '

R. OWEN ' R% '^ O. C. ZIENKIEWICZ†' R ! % '^

U O ! [ D

& O ! D k

$ __ "% $ Z>) ĂŠ q{ ' O ! [ R " XD ' O ! ! systems

"1Â *1 Z$_$ ) +>" >% [$> Z'Ă‹qq "

Editorial Board ^ D#½ ? O v' z% ? R OX v' z% # D OR O v' z% O v z% $ v' z% # Z O v' z%

Z v >)z% O #$"$ Z O v' z% > O v z% ? ^ ² v[ D Rz% q k v z% j ^ q v' z% " q²O v' z% Z Q $ _ v z% ^ _ v'^z% ~ ) X D O v# z% " O R v z% # D v z% _ k v' z% _ D

X X v[ z% # W Y v z% XX O " v[ Rz% ? D O O ˆ v> Rz% " Q q$ R v' z% * v z% j v[ Rz% [ X + v# z$

O D % W ! ! O ~ $ " Q O O ~ R R ! O D % Q Y ! O ! Y R$ !  D O W ! O R ! v $ $% W R % D O % Q D O % $z ! O D ! O U Q R O  U D U O  O Q O $

/' 0 Aims and Scope

O ! _ O D ! ! O ! Q O O % O O mechanics and its related areas. The jourD

Y R Q O Y D !D

Q % _ O > Y% D % O R% _ O Q % [ ? % > Y _ _ &q>) % > Y U " D % _ O " % _ O ) % " O % ( Q „ _ O

-68-

O Q ! O R O Y _ O O

R D

#$ j ^ " % ?$ ^ " )% Z$ $ " * )%

$ * ) & " q [% $"$ "^ % [$?$ & )[% $ °' ' +% _$ *> )) '% $ Z>) % ^$ Z Z> D ! ˆ D O ! O OR R

$ & q> % >$^$ )>^ q ĂŠ _$^ ( q

! ! D D D U k ! O ! ! ˆ


Varios / Miscellaneous ! ) > in pura % 4 5 \ " q )(

::< $% <;;B% > ?)@ A=BDBJDAK=:KDJJD: 49â‚Ź

Code L109

in pura ! Âľ

ÂŽ ĂŒ% W R Q ‡ $ Q in pura W O Q % R R W D ˆ ~ Q ÂŽ W Š $ q ~ Q O O W O R U D k% W O k R Q % U W Â? O $ ) D R $ ' ‡ Š % W YO W ÂŽ W Âľ Q ĂŒ$

( #

% Â… ( # 5 (

" 0 6

%7 8 7 07

&> & "@ ? ")& ^"} q>)

&> & ?+@ ? ")& ^"} q>)

> ‡ R & ‡ ' „ %

BB % <;;|% > ?)@BJDA|AAADB|DJ 39â‚Ź

Code L89

B: $ vJK $ z <;;J% > ?)@ BJDA|AAAD|KD; Q >_) Q " Ă‚ & % ? 39â‚Ź

Code L80

Q ! % R ! $ > Q k @ % ! R O R ! D R $

Q ‡ Q ! D ‡ W R ”U W ÂŽ O $ Z ! % Q~ % a la interacciĂłn entre las gotas y al efecto de las emociones y los $Â… > @ >$ Q $ % >>$ vĂŽ_ Ă?z " R >>>$ $ ‡ k >*$ & Q $ ~ * " $ Z ! k ! ÂŽ $ ° Š ÂŽ $$$

-69-

O Q ! ! O X O % O O% R R U % D R Q O Q R O R ! O O D

O ! $ > O R O R O R% % R Q sensually. @ > À ^ $ j % O Q >> À j $ * >>> À q X $ O O ! >* À & $ j * À " $ ! O O ! ! $ jO !$$$


Varios / Miscellaneous % # $ &

% " (

#$ _ " (+^ _$ * q " % $ p % _$ # ) % #$q$ q "">? )& ?$ '‘" ( , & $-

`B; $% `AAB% > ?)@ BJDBAA<|D`KD]

`|<; $% `AA<% > ?)@ BJDB=BK=D`:DB 27â‚Ź

Code L39

O Q X O O Q ! O D R R O D X ! O $ O O ! O ! Q O O ! O Q R ! R R $

; < I¢ Metropolitana de Barcelona 9 % * ; !

< 7 = 7 '+> 9 42â‚Ź

O D O O > D ! D D % ‚A<% O ? O <`D<J D tember 1992.

† $ 2 % )$ > " )& _$ [$ >)[Z , & $-

::` $% `AAA% > ?)@ BJDBAA<|D|`DB

B`J $% `AA:% > ?)@ BJDB=BK=D<<D=

Q > ‚

54â‚Ź

55â‚Ź

Code L45

U Q U ‚ ! D ‚ Q DO Q $

Las telecomunicaciones en la sociedad de la informaciĂłn

Code L17

O Q X O O >>> >_ > D

j X O ° " & O % O ? `KD`B # `AA:$ O Y D ! O !D O D O ! ° " D _ X % Q O O O ! X R ! U O U $

)

$ "& _

+$ [ )(‘q ( )& _$ "" q (

`J| $% <;;:% > ?)@ BJDA|AAAD<=D= 19â‚Ź

Code L12

Code L69

Q Q R W D O W _ k D Š ! $ & Š! ‡ O % % % R R Ž Š R % Y ! Ž de la información y las comunicaciones. Q & $ $ Y R ! ~ O ”U R Š % Ž ! humana. { @ q % ? R O % " $ > % & Ž % Z k R % * Ž % Š! % Z % ? Q • $

<|` $% <;;=% > ?)@ A=BDBJDAK=:KD<:DB 55â‚Ź

Code L110

O R ! Q X O O O O O ! R Q $ O % Q QR Q O O % O O Q O Q~ ! Q QR R Y O U O @ ! % ˆ R Q D R % O Q O % :& Q ! % R ! OR O % O $ Q O ! O D D !D O D O Q „ ! O O D

! OR $ % O Q ! ! O O k Q $ @ " `@ Z+ > q [> q + _ )& Z'_ ) _ > ) " <@ ? ) " _ & q>)[ )& _ Z ) ?> q [+

-70-


Varios / Miscellaneous

, !

† $ 2 )$ > " , &$`:= $% `AA|% > ?)@ BJDB=BK=DK=D= 12₏

Code M33

@ _ O ! ! W $ ° $

D W $ _ D W Q OR R $ ° !

R $ Y ! W O W $ W Q X $ ° R$

° ! R X Q O $ W D ! Q ÂŒ R D $ ° D $ D Q W O $

Decision Support System for Risk Floods $ p % #$ > (( % #$ & q(% _$ [Â?_ (

)& $ ?q &

O Q~ ! O " _ q & ~ D R v& z ! O X and management of emergency scenarios ˆ $ O & Q D OR ! O Q % O O D O U O W % ! X Q O X ! ˆ O ! Y O safety of infrastructures and human life.

``B $% <;;|% > ?)@ BJDA|AAAD=|D= 27â‚Ź

Code M92

$ < ! Research Reports GeneraciĂł de Malles Estructurades a I Y ( , Y

£ I # ( l’École Polytechnique

"$ &>)

J< $% `AA; 4â‚Ź

]$ q>* " ``` $% <;;A 5â‚Ź

Code PI7

Sistemas de apoyo a la decisiĂłn $ p 2008 5â‚Ź

Code PI319

Code PI338

% , $ / < % $ = *$ $ [ " { % $ "$ qq & + $ ) Z (‹ " Z>qq

`:J $% `AA; 6â‚Ź

Code PI9

, . Z ?$ '‘" ( <J $% <;;A 5₏

Code PI339

Fuel cells state of the art

$ # " ' + #$ ) |K $% <;;A 5â‚Ź

-71-

Code PI340

$ p 2008 5â‚Ź

Code PI320

# # "! Thermal linear concentrator &$ Z _> ) % #$ > "> ) % _$ >?‘) (% ?$

?? & q _ >Z )& $ _ qq " B $% <;;B 5â‚Ź Code PI325


Índice / Index !Books ÐÒ$ ÓÔÐÕ% ÖÔÓ×Ð.................................................................................................................................................................................................... ÕØÙÚÐ qJ< q`: q<Q qB: q`| q;A qB= q|J qK| q<< q<< q<A qB| q``< qA| q``: q;| q=< q`;; q`B qJB qKA qA: q|K qK: q:` qAK q|A q`;K q``B q``` qAA qBK q<; qKB qKJ qA` q:; qJJ qJ= q== q|B q:| q`<` qK< q``; q`;= q=| qB< q<: qJ; qA< qB; qBA q``K q`;A q|=

Q $% _ ) > @ >* ............................................................................................................48€

$% ) _ O .................................................................................................................23€

$% _ > D > [ v* $ <z ..................................................15€

^ % Q ] ...................................................................................................................................................85€

% R _ U Z ...........................................................................................................................36€

$% > Z Q ..............................................................................................................................33€

O $% R O > k ........................................................................128€

O $% O _ R R D ..................................................................................................49€ ? D $% O W ......................................................................................................................75€ ? Q % $ ............................................................................................39€ ? Q _ W % $ D <± ...................................................................39€ ? ? R% R " O O _ O _ O ! _ ...................................................................................36€ ? $% _ O _ ..............................................................................................................................75€ ? $%

Y & ...............................................................................................................................................36€ ? $%

.......................................................................................................................................................26€ ? & k% _ <;;A ....................................................................................................................................65€ ? k O k % & v &z O .................................................................................11€ ? $% R _ O ! & % k .........................................................................................................70€ ? $% * U O ! O OR Q ..................................................................................69€ * % q k R Q ........................................................................................36€ $% & ........................................................................................................................................36€ % q ! ....................................................................................................................19€ $% > ! ) D O k > ................................................................K;¯ Q $% _ O [ O <` R ........................................................................................................................29€ $% ? _ % ! R _ ..................................................................................................................................90€ $% " ? .............................................................................................................................................JB¯ $% _ % Y Q ....................................................................................................................|A¯ $% Q >] ................................................................................................................................................................ 76€ O k% _ _ .................................................................................................................................................................. 52€ O % _ & _ @ _ ...........................................................................................................................52€ O OX % ^ O

° D[ &R R ! W ...................................................................................................49€ O % $ Q " ......................................................................................................................20€ $% >%>> R >>> ) Q R q > Q ..................................................................................................A;¯ [ ! % R _ ! > > W ! ......................................................................................................36€ & q % _ ? O ........................................................................................................................49€ & Q $% & _ O ...........................................................................................................49€ & k j Q % _ <;;| ........................................................................................................................................70€ & Q $% _ ) > v( k AKz ...........................................................................................................................60€ & % O R ! R O ...................................................................44€ & k % Q *>>> ..................................................................................................................................................................... 76€ $% _ O @ `A=;Û ? R ...................................................................................................................................65€ [

X $% R _ O ! & % k ...............................................................................................49€ [ $% & ! .........................................................................................................................................36€ [ R% Q & @ ' Z ...............................................................................................................................38€ [ $% _ ) > * .............................................................................................................................................57€ [ k k k % ? _ ..........................................................................................................55€ Z ~ $% )

R U ! & W .............................................................................75€ Z XX $% ) _ O ! U * Q ..................................................................49€ Z $% R% " " _ O ........................................................................................................................|A¯ Z O $% " &

R ...........................................................................................................................42€ > O $% _ O $ ) .............................................................................................................99€ > O k % ! _ O ....................................................................................65€ ^ ² % $ _ R ! ...........................................................................................39€ ^ ² % O j & $ R ! ! O O ..............................................................................................................39€ ^ $% _ O _ >>> ......................................................................................................................55€ q k % > $ ..............................................................................................................................................49€ q $% Q _ Y [ U ................................................................................................................................................45€

$ 9 7 14 49 50 51 3 45 57 24 24 24 4 25 18 25 60 5 3 51 22 70 D 6 22 D D 49 19 25 51 19 D 50 4 6 19 9 8 49 13 5 23 26 9 70 2 4 D 14 8 4 69 69 8 69 49


q`K ) % _ ) > $ q A: ..............................................................................................................41€ q:= _ kRX% O _ O _ D ..............................................................................................:;¯ q:A _ kRX% O R ! Q ................................................................................................................................................................... 27€ q=; _ W _ % ) &R ..............................................................................................................................................29€ qB` _ O $% _ O $ O R .........................................................................................................................69€ q|` _ W % $ * $ ` ..............................................................................................................................................................`A%<:¯ q|`Q _ W % $ * $ <$ k ............................................................................................................`A%<:¯ q`A _ $% $ ) ..................................................................................................................29€ q=J _½ D^ k % ? >Q @ R & ..................................................................................................69€ q< $% _ > D & v* $ :z ..................................................15€ qK; %

R ........................................................................................................................49€ q|< % _ ................................................................................................................................................................................... 35€ q`J % U $

D <± .........................................................42€ q`;B % R O O U O * $` ........................................................................................................................69€ q`;BQ % R O O U O * $< .............................................................................................................................. q< $% _ > D

v* $`z ...................................................15€ q;` $% _ > ....................................................................................................12€ qA= $% O ! Q >> ..................................................................................75€ qAB $% O _ >> ............................................................................................................................55€ q``| $% R ]$ ............................................................................................................75€ qK $% O R ........................................................................................................................17€ q|; $% _ ) .........................................................................................................................................40€ qK` $% _ ) > R ...................................................................................................................89€ q`` $% O _ O O `AA; $ Q X $ $ ( X k ...........................................................................17€ q=` ^ ² % Y > Q ..............................................................................................................................49€ qA; ^ ² % Y > Q >> ............................................................................................................................59€ q`;: ^ ² % Y > Q >>> ...........................................................................................................................55€ q``= ^ ² % Y

> Q >* ..........................................................................................................................55€ q`;< % R >] ..........................................................................................................................................................115€ q``A % D? _ O @ ..............................................................................................................50€ q:< $% R * ................................................................................................................................................................. 89€ qK= $% R *>> ............................................................................................................................................................... KA¯ qBB $% R *>>> ............................................................................................................................................................110€ qBJ X X $% _ O ! Q .........................................................................65€ q<B X X ? % _ O _ O ..........................................................................................:K¯ q:K XR % > _[% ! O O

! ! O > ! _ O [ R .........................89€ qAJ k $% _ ) > <;;| ............................................................................................................................................65€ q=K Y $% &R ) O ...........................................................................................................................75€ q|| Y $% >

! U ..................................................................................... 44€ q`= O% ° " & O ............................................................................................................................54€ q<| " ~ ? % q @ O R% Y ) > ................................................................................27€ q:J " R% " & _ O $ * Z ! # O ?$ _ ...............................................36€ q<= " _ % _ Y [ U ........................................................................................................................................................24€ q:: " $%

R ! Z $ Q ! ) Y O W ..........................................48€ qJ` " $%

R ! Z $ Q ! ) Y O W >> .......................................48€ q;: " % > ................................................................................................................................................................. 24€ qJ: " $% .......................................................................................................................................................49€ q`;J "

& k% _ <;;= v &_ Û;=z ............................................................................................................65€ q;J % [ $ Z Q ........................................................................................................27€ q;= O kD q % !D( ZR R ............................................................................................................................................17€ q``J O $% _ O ! Q

>>> ...........................................................................65€ q`;| $% * _ O @ O R ....................................................................................................85€ q`< * $% ..............................................................................................................................42€ q|: j $% _ O ...................................................................................................................................72€ q<J j Q % O R ...................................................................................................................................................28€ q=: j Q & k% _ .................................................................................................................................................70€ q`; j [ % _ > _ ) > .....................................................................................................17€ qKK ( $% j O O ...................................................................................................................................................95€ q=A ( X k R % U $ * ` .............................................................................................................................68€ q=AQ ( X k R % U $ * < .............................................................................................................................63€ q=A ( X k R % U $ * : .............................................................................................................................49€ q`<; ( X k R % U * $ ` .............................................................................................................................75€

9 D 70 48 3 <` <` 50 5 14 21 21 24 17 17 14 13 2 2 25 60 7 7 15 20 19 18 26 18 26 24 D 20 3 D 23 9 48 5 70 23 23 50 22 22 46 45 18 50 50 8 2 70 6 13 20 9 48 12 12 12 12


q`<;Q ( X k R % U * $ < .............................................................................................................................65€ 12 q`<; ( X k R % U * $ : .............................................................................................................................60€ 12 qJA _ <;;; ! _ O ....................................180€ 7 q`<< j X % " O $ ? W

" ^ .......................................................................69€ 15

, ! _=| Q % Q .......................................................................................... <|¯ & `|¯ _;B Q % _ ) ! ................................................. <=¯ & `K¯ _:= $% k Y R ) Z _ U ................................... `B¯ & ``¯ _<A $% Z ........................................................................................... `|¯ & A¯ _|J $% q O ! k UQ .............................................................................................. `:¯ & B¯ _J; R $% R q Q O _ ............................................... `<¯ & =¯ _A| Q R $% > Q q O O .......................................................................................... :J¯ & <;¯ _AK ? % Q k O O $ D Q .................................... JK¯ & <B¯ _BK ? D $% >> > j X O v z............................................................................................................................. <|¯ & `|¯ _A= ? [ k% _ ~ Q Q ....................................................................................... J|¯ & <=¯ _`;| ? $% Q ! ............................................... J=¯ & <B¯ _:B ? $%

R ! _ O ! O > Q ) D X W ...................................... :`¯ & `A¯ _<J ? kk %

% & R k _ Y ...................................................................... `K¯ & `;¯ _;A ? % R

_ .................................................................................... `<¯ & =¯ _|= $% ........................................................................................................... :A¯ & <:¯ _``K Q $% _ ! [ Y O O _ O .................................................................................27€ _:K R $% )

& q q .................................`B¯ & ``¯ _=A % * R " D& ........................................................................................... <|¯ & `|¯ _=B $% O Q k #< O ............................................................................... <|¯ & `|¯ _;J $% ) Z .......................................................................................... :K¯ & <<¯ _|` $% ' DW D O ....................................................................... `B¯ & ``¯ _B| O %

R ~< ................................................................................. <J¯ & `J¯ _B: [ [ %

D O ...................................................................... <=¯ & `K¯ _=K [ k% ! "qq ..................................................................... <|¯ & `|¯ _B< O

% ) ! O ! R ........................................................ <K¯ & `K¯ _=: O % O ³ ! ! O ................................................ <|¯ & `|¯ _JB O $% R ! O D O O D O R .................................. <`¯ & `:¯ _== O $% Y U ! ! Q R ......................................................... `<¯ & =¯ _`;< $%

U O k ................................................................... :=¯ & <<¯ _JA Q %

R ! j Q R$> O " ! ? .................................. <`¯ & `:¯ _`J % ! O ) ! O D & W ............................................ `|¯ & A¯ _`K % ! * > Q ............................................................................................. <`¯ & `:¯ _``; $% [ & <;;B$ J O$ ! ! [ ......................................................................................... <A¯ & `=¯ _``| & _ $% ) ! _ D O O U O .................................................. J|¯ & <=¯ _``: & $% _ O D D O Y ! ........................................................21€ _J< & $% Z OD D O ! D& Q .............................................................. A¯ & |¯ _J= $% _ k .................................................................................................... `B¯ & ``¯ _;` $% U .................................................................................................... `|¯ & A¯ _`= % " & D & _ ! q ........................................................................... `<¯ & =¯ _:J O % Q ) ! Q Q ........................................................ `K¯ & `;¯ _<= % ' k > ! Z

" ...................................................................... <`¯ & `:¯ _`B % q Q ! v* $ >z ........................................................................................................................................ <`¯ & `:¯ _`A % )

R ! Dv* $ >>z ............................................................................................................................... :A¯ & <:¯ _<; % _ O ! _ Dv* $ >>>z ............................................................................................................................. J<¯ & <|¯ _<` % O _ O v* $ >*z ........................................................................................................................................... :|¯ & <`¯ _<< % Q D QR ................................................................................. :`¯ & `A¯ _|A [ $% ' U O ..................................................... <J¯ & `J¯ _:< [ $% O R ! ! O ) .......................................................................................................... `=¯ & `;¯ _:; [O % ! Y Z O R ? R ............................................................................................................... `<¯ & =¯ _K; [ k $% Z " $ ' [ & _ .......................................................................... <;¯ & `<¯ _``= [ k k $% $ _ $ $ $ ...................................... J|¯ & <=¯ _:A Z $% _ & Z ......................................................... :K¯ & <<¯ _``J Z k $% ) _ ! X ............................................................ `=¯ & `;¯

D |= :: :` :; :; D D |= D <= |< :; :: :; 33 :< <A <B :< :` <A <B <B <B <A |< D <= :` |< |: K: `; 33 `; :` :< :: |: |: `; `; :< `| D |< :` :< <A JK :; ::


_=; Z k Y % [ & & _ O &R .............................................. <A¯ & `=¯ _`: # ? Q % U

..................................................................................................... `<¯ & =¯ _J: # %

R ! Q O D! U DU ! ................................. `B¯ & ``¯ _AB q % O ! U O v _z Q ................................. <J¯ & `J¯ _BJ q Y $% ) ! O ! ......................................................................... `B¯ & ``¯ _`;` q $% ' ! O ...................................................................................................... <A¯ & `=¯ _`;K q $% ! ! ! ! R ................................................. <A¯ & `=¯ _JK q k $% _ _ ................................................................ `B¯ & ``¯ _=` q % _ .................................................................................................................................................... <A¯ & `=¯ _`;J qR % U O ! O Q ) D X W ......................................................... <:¯ & `J¯ _JJ _ k $% q k & ! @

R ) & ................................................. `B¯ & ``¯ _A` _ $% & W ! ................................................................................................................. ::¯ & <;¯ _BA _ $%

_ kW W Q ....................................................................... <=¯ & `K¯ _:| _ % _ & k q .................................................................. `B¯ & ``¯ _;< _ W $% ) * O ................................................................................................... ::¯ & <;¯ _;| _ W $%

& .............................................................................................................................................. `K¯ & `;¯ _;K _ W $% q ? O $

R & ........................................................................................... `=¯ & `;¯ _<| _ W $%

Q O W > & ! Q _ ..................................................... `K¯ & `;¯ _BB _ $% [ &<;;J$ < ! ! [ & ....................................................................................... :<¯ & `A¯ _``` _ % & Q & _ ..................................................................29€ _`;: _ $% R ................................................................... J|¯ & <=¯ _|< _ kD $% R $ > ! [>&D A; ..................................................... <A¯ & `=¯ _`| % _ Z .............................................................................................................. `<¯ & =¯ _<B % _ & _ O * W ................................................ A¯ & |¯ _KB % _ O ....................................................................................................................................................... <<¯ & `:¯ _``< %$ ) O > _ O @ O & _ O ...................................................................15€ _K< $% O & R O & ! ³ .............................................................................. <;¯ & `<¯ _K: % & ) Dq ....................................................................................................................................................................... <;¯ & `<¯ _|| % [ Q k .......................................................................................... `|¯ & A¯ _`; % _ k ! ...................................................................................................................... ::¯ & <;¯ _=J % .................................................................. <|¯ & `|¯ _;= % q )

R ! O ............................................................................................ `=¯ & `;¯ _<: % ) ! > O .................................................................................................... `=¯ & `;¯ _;: $% _ k _ ..................................................................... <K¯ & `K¯ _A< $% & R ! X ! $ " ~ .......................................... <=¯ & `K¯ _AJ $% [ & <;;K$ : ! ! [ & .................................................................................. <|¯ & `|¯ _``B $% [ & <;`;$ | O ! ! [ &$ ` ^ % j X O ............................................... :`¯ & `A¯ _AA $% > ) ~ [ U ................................................................................ <|¯ & `|¯ _B` kk $% ' ............................................. <|¯ & `|¯ _|B kD $% ^ R > [ O .......................................................................................................... `K¯ & `;¯ _:: % ° " ............................................................................................................ `<¯ & =¯ _A; $% _ ! ! ............................................................. :;¯ & `B¯ _`;; " $% _ k D ................................................... <B¯ & `=¯ _A: " R $% ............................. :|¯ & <`¯ _|K " Q $% & ................................................................................... <J¯ & `J¯ _K| " $% R O Q U .............................................................................................................. :;¯ & `B¯ _|: " _ %

Q ! Q ..................................................... <B¯ & `=¯ _<K " kD Z % ! Q~ " Q~ D ..................................................... `<¯ & =¯ _B= " ~ X $% & _ ! " X ³ > O ! j .................................... `B¯ & ``¯ _KK % & _ _ ............................................................................................. <;¯ & `<¯ _=< $% Q O _ ! & D& ............................... <A¯ & `=¯ _J` % Q k Q ~ > Q ........................................... `B¯ & ``¯ _J| % _ _ _ ........................................................... A¯ & |¯ _K` O² $% & ! > Q R O > W R O _ O ...................................`K¯ & `;¯ _`;= * $% ) R ! O Q O D .................................. :<¯ & `A¯ _KA * $% Q k ? ~ _ .................................................................................. <J¯ & `J¯ _|; * kW k $% ) _ ! Q q Q $ O Q O .............................................. <`¯ & `:¯ _:` * $% ) O W ' Q~ D ................................................................................. `K¯ & `;¯ _KJ ( $% ) _ _ Z k ..................................... <J¯ & `J¯

|< :< :` D D <B D :` <A D :; <B <B :< |: :< :< :: K: 53 <= K: :< :` <B 33 :; :; D :< D :: |= :< =` K: K: K: `; D =` D <= `; K: <A D `; D D <A |< :` `| <= <B D `| :;


, , ! Y > > :; > <: > J| > |= > |B > J< > `= > << > JK > ;< > ;= > |K > ;B > `; > <J > |; > J: > JJ > <K > ;` > `| > ;K > `: > <` > `` > :< > |: > |` > `K > |< > ;A > :` > <A > :| > :J > `B > ;: > :K > J` > J= > ;J > :B > :: > K: > <| > JA > JB > |J > <B > J; > <= > :A > K; > ;| > |A > K` > := > || > K<

% ........................................................................................................................... `<¯ & =¯

% & [ Q U _ ........................................................................................................... `<¯ & =¯

% U R $ : ........................................................... `<¯ & =¯

% Y Q .................................... <J¯ & `J¯

% ! k U O .......................................... <|¯ & `|¯

% k ? ............................................................................................................................... `K¯ & `;¯

% { & U Z ........................................................................................................ `<¯ & =¯

$% & [ Q U Z ......................................................... `B¯ & ``¯

k %

Q _ _ ....................................................... `<¯ & =¯

% ................................................................................... `K¯ & `;¯

%

Z ! $

........................................................................ `K¯ & `;¯ ? Q $% R U $ ) D;< ............................................................ <A¯ & `=¯ ? Q $% q U ? .......................................................................................... `J¯ & B¯ ? Q $% & U ........................................................................................................................................ `K¯ & `;¯ ? Q % ) & ................................................... `B¯ & ``¯ ? R $% @' ........................................................................................................... `<¯ & =¯ ? D $% R .................................. `<¯ & =¯ ? D $% O ................................. `:¯ & B¯ ? kW k $%

v z$& Q `AA: `AAJ .......................................... `<¯ & =¯ ? kk % ° " ! OW X " ? ........................................................................................................... `K¯ & `;¯ ? kk ? Q % & U Z ....................................................................................................... `B¯ & ``¯ $% * Q U ................................................................................................................................... `<¯ & =¯ % > R ............................................................................................................................. `K¯ & `;¯ $% _ k $ ......................................................................................... `<¯ & =¯ $% R ......................................................................................................................................... `<¯ & =¯ % * Q O $ R W .............................................................. `K¯ & `;¯ $% YD U ! ................................................. <;¯ & `<¯ $% _ ....................................................................... <|¯ & `|¯ $% _

>Q ................................... `J¯ & B¯ $% .................................................................................................... <|¯ & `|¯ O %

" )º Dq .......................................................................................... `B¯ & ``¯ % ¹º Q Q º ...................................................................................................... `<¯ & =¯ % _ º D Q Q º ........................................................................................ `<¯ & =¯ k% R ! ......................................................................................................................... `<¯ & =¯ % OW X ! R O ! R ....................................... `=¯ & `;¯ ^ % Y R ! " _ R ? > O "q"? .......................................................... `K¯ & `;¯ [ $% ) q Z .................................. :K¯ & <<¯ [ $% ! R Q .................................................................... `<¯ & =¯ [ k $% * Q $ ' ........................................................................................... `K¯ & `;¯ [ k Q $% Q R ! Q U .................................................................................. `K¯ & `;¯ Z $% & U Z .................................................................................... `<¯ & =¯ Z % & $ > ............................................................................................... `B¯ & ``¯ Z % _ .......................................................................................................................... `=¯ & `;¯ Z % " Q R Q OW X ..................................................................................................................... `B¯ & ``¯ Z % O &R ! ZR ......................................................................................................................... `B¯ & ``¯ # % R ........................................................................... `K¯ & `;¯ # % Q $ ' R ........................................................................... <;¯ & `<¯ _ O $% > U ¹º O .......................................................................... <:¯ & `J¯ _ $% * Q ............................................................................... `<¯ & =¯ _ $% _ Q Q ~ & ! ...................................................... `K¯ & `;¯ _ $% " ..................................................................................................... `<¯ & =¯ _ $% ' k ~ ! Q ....................................................... `K¯ & `;¯ _ $% > R R Y .................................................................................................................... <;¯ & `<¯ _ ? Q % U ? q ............................................................................................................. `<¯ & =¯ _ $% Z U .................................................................................. `B¯ & ``¯ _ $% q U ..................................................................... <`¯ & `:¯ $% _ D! R ............................................... <;¯ & `<¯ * Q % .......................................................... <|¯ & `|¯ * Q % ! Q D R Q R ..................................................... `|¯ & A¯

:= :B :| :J :J :K :B :B :| J` :A :J :B :A :B :| :K :K := :A :A :A :A :B :A :K :| :J :B :J :A := := := := :B J` := :| :| J` :K := J; := :| :J :| := :K := :K J; :B J; J; :K :| J;


> `A > <; > `< > `J

+ k% _ q Z ....................................... `<¯ & =¯ + k $% Q Q * Q ....................................................................................................................... `K¯ & `;¯ + k $% " % R * Q U _ .......................................................................`K¯ & `;¯ + k $% & " ..................................................................................... `<¯ & =¯

:B :B :A :K

$ < ! Research Reports >KA Q % ) > O ! q _ D? R Q ................................ & :¯ >BJ Q % )

R ! O O Q ........................................................... & J¯ >`K: Q % O ! D O O O D O Q ................................................ & |¯ >`<: Q $% O ! ! O Q O O D O ........................................................ & K¯ >=; Q O % )

R ! Q ................................................................................ & :¯ ><B; D[ k $% ! O ..................................................................................................................................... & J¯ ><B| ? %

R ! Q k U Y ! O D W .................................. & |¯ ><B= ? % D O O .............................................................. & |¯ ><BK ? % * R O Q W Q O ................................... & |¯ >|| ? Q % " * Q ! Q~ _ ............................................................................................................... & J¯ >|< ? Q $% ? X > O ! O ! O " ! ? > ? ........................................... & J¯ >:;; ? Q $% Q R ............................................ & |¯ >B= ? Q $% ! O ? ! q & R ) ............................................................. & J¯ >JK ? Q $% ZRQ ! ? O ) ? > ......................................................................................................... & :¯ >== ? Q $% * & _ ! O X ? ......................................................................................................... & :¯ >B; ? Q Z % ) ............................................................................... & :¯ >=B ? Q % ¹ U O ................................ & :¯ >K: ? $% ! D O ! O Q ) D X W ................................................................................ & J¯ >`<` ? $% ! _ O ! O > Q ) D X W ................................................ & J¯ >:`| ? $% ) ! O R ! ....................................................................................... & |¯ >:`= ? $% & ................................................................................................................... & |¯ ><AB ? % R k ! ................................................................................................................................................... & |¯ ><J= ? $% ! R Q .............................................................. & |¯ ><JA ? $% ! O U O O R Q ....................................................................... & |¯ ><JB ? ^O % Q Q .......................................................................... & |¯ ><|; ? _ QR% ! Q ! $$$ >% ! ............................................................ & |¯ ><|` ? _ QR% ! Q ! $$$ >>% ............................................................. & |¯ ><K= ? _ QR% & [ ! ! Q U O .................................................. & |¯ >`;| ? ( X k%

> " " R O R " Q ........................................................................... & :¯ >B: ? % R U ...................................................... & K¯ >`; ? X % [ X _ ! Q ' U ! ................................ & :¯ >::= ? O $% U O O W ................................................................................................................5€ ><A ? $% R O k ' " O ................................................................................ & :¯ >:J ? $% ' k _ ! & & R W ................................... & :¯ >`A ? % [ _ O R ! O k Q ' " O ................................ & |¯ >:` ? % _ O R ! _ O " U O & Q .......................................................... & :¯ >KJ ? % R Q O O O ................................................ & :¯ >K| $% D O Q @ R Ü ...................................... & J¯ >`=A $% R ! ............................................................................................... & J¯ >`=B $%

! UQ ! ................................................................................. & J¯ >`:A $% _

& !

_ ................................ & :¯ >A: q k% ) O X _ $ > ! > ! &

R .................................................................... & :¯ >:<A %

D Q Q X ................................................................................5€ ><B $% D? !

R ! [ k O D O Q ................................ & :¯ ><AK %

O O X ..................................................................................................................................... & |¯ >:`K % & k $ ................................ & |¯ >=K $% " & > & _ ! O

R ! & ........................................................ & :¯ >`JK $% O D O D_ O _ ! .................................................................................................................. & J¯ >|J $% ............................................................................................................................................................ & |¯ >`|= $% ! O ! " & ............................................................................ & J¯ >`=; $% _ ! OR ...................................................... & J¯ ><<| $% _ Y q ! Q R R................................................................. & J¯ >J: $% O $ R > $ ! ? XD> O ! ) Q .................................... & :¯

J: J: |J D J: D D D D J: J: `` J< J: J: J: D D |J D D D D D D D D `K D |K 56 || D JJ JJ D D J< D J< J< 46 |B D J` J: J< J: J< J< D JJ


><<= $% % q k Q k @ ! & #< R ................................................. & J¯ >`|: $% O D O R ! U .......................................................................................... & :¯ ><AJ O % _ O Q~ Q X ....................................................................... & |¯ >::` O % k k #< R..............................................................................................................................5€ ><A| O % X O@ Q X O X ...................................................................................................... & |¯ >:<| O $% R ! ORQ * O ..................................................................................................5€ >`:B O % & ! O O W ? " ! _ O ............................................................ & :¯ >`J| O $% O ! ! U O ...................................................................................... & J¯ >``| O $% & O ! O R ................................................................................................... & :¯ >`:J O $% O * Q & U O ` < R ............................................................................. & K¯ >`J: O % D X O .............................................................................. & :¯ >KB O Q % ) ! j O ................................................................................................ & :¯ >:<J $% & O k ! Q X * ! ¹ .............................................................................5€ ><< % & RD D& ! O ! O D& W ................................ & :¯ >`|K % DQ ! Q k U O ! Q Q ........................................ & :¯ >`JB % Q k U O ! k R Q ........................................................................ & J¯ >`< %

> R _ O ! O ! O R ) D X W ....................................... & :¯ ><BA %

R ! Q k U Y ! O W O Q ....................................... & |¯ >`;` % ! _ O ! O & D D" W .......................................... & :¯ >;= % [ _ W $ W ................................................................................................. & :¯ >`;< % ) ! O Q ) D X W .................................................................................................. & :¯ >`<K % Q k _ O ! q R ! D& D" W ........................................... & J¯ >`BK % Q R ! U O ! Q ..................................................................... & :¯ >`K< % Q k ! Q R O O O Q _........................................... & |¯ >`B| % Q k U Y ! O W O Q ............................................................. & :¯ >`A= % Q k U Y ! Q O Q ........................................... & J¯ >``B $% _ O ! O ! O Q ) D X W ........................................................ & J¯ >`;B $% [ O ! Q > Q $ O D> .................................................... & :¯ >`: $% R _ O ! ) D) ..................................................................................... & :¯ >`B= $% > ! Q k U ! ! O Q ) D X W .................................... & :¯ ><J $% _ ' ......................................................................................................................... & :¯ >`B` $% ) R R ! Q U .............................................................. & :¯ >;K $% O > ! ' [ ' ° ......................................................................................... & :¯ ><BJ ? % O ! ! D R ! O U ......................................................... & |¯ >KK ? % U ! ! O X Q W RD ................................... & :¯ >``: ? %

R ! Y ! O R ) D X W .......................................................... & :¯ >``< % ! Y ! U ............................. & J¯ >``= % ! ! ! O D Q ................................................................................................... & J¯ >|B % ! O X Q O & ...................................................................... & J¯ >:= k % W ! ' _ R q ........................................................................... & :¯ >:K k % [ k O R ! R ..................................................................................................................................... & :¯ >:| k % ) ! _ ! ...................................................................................................................... & J¯ >``K & X $% ! O ) D X W O O D ! ? R ............................................................. & :¯ >:;K & $% O k X .................................................................................... & |¯ >:J< & _ $% $ O ! D O O $ U O$ $ Q QQ R .................................6€ >:`` & % O ! O Q .................................................................. & |¯ >`<| & k $% R ? ! * _ ................................................................................... & :¯ ><:J & k $% [ D R ! O O .............................................................. & J¯ ><;A & k $% " Q ! O ........................................... & |¯ >`=| & k k % Q Q R ! ! U ........................................................................... & J¯ >`:` & k Z %

U O O ! U ZD R ......................................................................... & :¯ >`:| & $% Z OD D O ! D& Q .................................................................... & :¯ >::; % ) ...........................................................................................................5€ >`<= $% R ' [ O ................................................................................................ & :¯ >`AB $% ! O R ! .............................................................. & =¯ ><`B % R ! Q O ! ......................................................................................................... & J¯ ><`A % @ % ! % %

...................................................................................................... & |¯ ><:= % ) R Y " k & k ! `& & D Q Z O k W ...................................................... & J¯ ><`= % % R ³ !

* ......................................... & |¯ ><`K % * _ !

............................................................................................... & |¯ ><:K kD_ k Z % > Q R OD! O ...................................................................... & J¯

`` |J D 44 D 71 J< `K D J< J< D 44 || |J |J |K D D =` D |J |J |J |J |: || || || |J || |J |K D D || `K || || JJ JJ JJ || D 56 JJ J< D D `K `` |J 16 J< J` D J` D J` J` ``


>`K O $%

R ! Q & .................................................................................................. & J¯ >|; O $% :& ! * R Q ............................................................ & |¯ >BA O $%

R ! Q & .................................................................................................. & :¯ >K; O % U ! OR Q ........................................... & J¯ >::J $% !

! QR O D R ......................................................5€ >:B % & ! ? q ......................................................... & J¯ >:A %

& q R * ................................................................................................................ & :¯ ><A` X % R O R W $ ! ! O $ ................................ & |¯ ><A; X % R O ! O ........................................ & |¯ ><=; $% R O ! O ........................................................................................................................... & |¯ >;A [ $% [ _ & Y ................................................................... & |¯ >`J; [ $% R ? ~ ' O O Q W ~ ............................................................... & K¯ ><<; [ O R% % Q Y Q Ç ................................ & J¯ ><;K Z $% O R ! Q ....................................... & B¯ >J< Z O *

% O D[ W " R q .................................................................................................................... & :¯ >``` Z XR% " Q R$ ? ............................................................................................................. & :¯ ><<J Z k Y % ) ! .............................................................................................................................. & J¯ ><J< Z k Y % U ! O ! q ..................................................................................... & |¯ >;` Z % ' Q q [ & k ......................................... & :¯ ><:| Z $% ! ! Q U OD! O ............................................................... & :¯ >`:K Z $% ? ................................................................................................ & :¯ >`=` Z $% O ! O U O O ................................................................................... & J¯ ><:< Z $% D& D [ X _ O ! > Q .......................................................... & J¯ >`:< Z & k% > ! )

R ......................................................... & :¯ >`A; Z kD_ k% q X O Q ! O ! [ X O ..................................................... & :¯ >A< Z % ' O ! q _ O $ >@ & R

R ................................... & J¯ >`` Z O $% _ O ! O ! & ..................................................................... & J¯ >`BJ Z $% O _ O $ O O R ! O .................................................... & J¯ >BK Z ? Q % > O q k _ O ' _ Y & Q .............................................................................. & :¯ >=A Z ? Q % O R > q R O Q " .................................................................... & :¯ ><:A > O $% U ! ! O W ............................................................................................................ & J¯ >``A > O $% ! ! O Dj Q ................................................................................................ & J¯ >`B< > O $% q ! ! ! Q ............................................................................. & :¯ >B< > O $% ) ! O O & Q ' ) D_ D ! ? R .............................. & :¯ >|` > O $% D[ X _ O ! O D& W O O [ ........................................... & J¯ ><K > O % * @ [ .................................................................................................. & :¯ >:J; # % ! O ................................................................................................................................................................. 5€ ><=< # k $% ! j ) )>_ >>$ Y >_) .................................................................................................... & |¯ ><=A # k $% R * > >......................................................................................................... & |¯ ><; # X% W ? ! Q ? R O ................................................................... & :¯ >:<B ^ O % " Q O .......................................................................................................................................5€ :;= q %

R ! O OR R $ ' O O ........................................................ & |¯ >::| q $% X O ! .......................................................................................................................5€ >BB q²O % ! " ! ................................................................................................................................... & :¯ >AA q²O $%

' [ D? ! ............................................................................................................ & :¯ ><B` q²O $% O ! O ! ! .................................................................................................... & |¯ >`:; q²O $% * ! ZR R ' ' [ ............................................................................................... & :¯ >`<; q²O %

[ O W .................................................................................................................. & :¯ >J= q Q $% q @ _ ) ' k _ ............................................ & |¯ ><|: q k% ) ) X O R v O ............................................................................................ & |¯ >`AA _ R $% > ! [ &D A; q>& R ........................................... & B¯ ><;; _ R $% > ! [ &D A; Z qq R ............................................. & B¯ >`<A _ kk $% $ ! _ O O ! O $ ! q ) q Q $ ................................. & :¯ >:<= _ R $% > ! O ! Q Q ............................................................. |¯ & :¯ >K` _ $% " _ ZD O ...................................................................... & :¯ >AB _ $% ' _ O [ .................................................................................................................................. & :¯ >=` _ W $% O W * O _ ......................................................................... & :¯ >`== _ $% Q Q _ ) @ Q

_ .......................................... & J¯ ><=: _ $% ! .................................................................................................................. & |¯ >:JJ _ k $% > ! [ &D D<;;;D'"q_ $ k U O .................................6€ ><`` $% & ! O ........................................................................................................................ & J¯

|| || || D 44 JJ J: D D `` =` |J |: J` || D |: D D D `` `K D `` D J< |K D J< J: |: || |J || || `K 71 D D `K 56 D 56 `` || D |J `` J: D D D `` |K D `` `K D D 44 ``


>::B % q  R $ \ R O W .........................................................................................................................5€ >;J % _ Z ...................................................................................................................... & J¯ ><|B $% Q R Q ! ! O R O................................. & J¯ ><A< % _ ~ Q Q ........................................................................................ & |¯ >;: % ) _ > ..................................................................................................................... & K¯ >J` $%

D _ ? > ..................................................................................... & :¯ ><` % ! " & O ! _ ................................................ & :¯ >|: % " ! ! O X O O

R ....................................................................... & :¯ >`|; % Q k U O ! Q U ! ................................... & :¯ >=< %

! U .................................................................. & :¯ ><`< % U .................................................. & J¯ >`AJ % & Q U O > .............................................................................................................................................................. & J¯ >JA % & ! O _ Y ! ) q

R ! ............................................. & J¯ ><;` % & R ! ? ......................................... & =¯ >`A< % Q ....................................................................................................................................................................... & :¯ ><KJ % R .............................................................................. & |¯ >`J< % R * $ R Q ) ................................................. & J¯ >`KA % U

Q k Q ............................................................... & J¯ >:<; % q > .............................................................................................................................................................................. 5€ >`A` % q _ ) ........................................................................................................................................................ & J¯ >`|J % ) & ! _ O ...................................................................................................................... & J¯ >B` % O Q k ! ) Q .......................................................... & :¯ >AJ % _ R $ $

! _ .................................... & |¯ ><;= % Q _ ) _ > ....................................................................................................... & :¯ ><;| % Q ! U O .................................................................................................................. & |¯ >`;A % Q ! O

R ! > .................................................... & :¯ >`;= % " Q R

R ! $ ) Y ............................................................................... & J¯ >:`A % R ................................................................................................................................................................... 5€ >`A| % O Q ! Q ........................................................................................................................................................................... & J¯ ><: % ' Q _ ! ................................................ & :¯ ><;< $% U O ! R Q ............................................................................................................................. & K¯ >`K= $% U O ! Q Q ........................................................................................................... & :¯ >`| $% * ! _ O ...................................................................................................................... & :¯ >;| $% _ O R ! & O " _ .......................................................... & :¯ ><<: $% Q k ! $ ! Q U O U O ................................... & J¯ >:: $% ! O X O O

R ................................................................................... & :¯ ><K` $% Q k U O ! Q X ! .......................................................... & |¯ >`KJ $% O Q k U O ! O ................................................................................... & J¯ >:;J $% ! Q U ! ....................................................................................... & |¯ ><=B $% R U $ ................................................................. & |¯ >:;< $% O D! Q O $ O ! ..................................................................... & |¯ ><B< $% > _ ! $ O Y Q k ! Q O O " R Q ........................................ & |¯ >`J $% ! > Q Q .................................................................................... & :¯ >K= $% O _ O .................................................................................................................... & :¯ >::: $% _ ! R U O O U O ............................................................................................. 5€ >:;: $% _ Q $ QR Q Q $ ) R O$ .................................. & |¯ >`AK $% _ O R ! Q O U O .................................................................................. & J¯ ><A: $% _ Q ! ! QR O U O ................................................................ & |¯ >`KB $% ) " ! O ! OD O R X ............................................................... & J¯ ><<` $% Q ! R .................................. & |¯ >:;` $% Q Q Q ............................................................................................... & |¯ >:J| $% Q ! O U O O ...............................................................................6€ >::< $% Q ! O U O ! k Q O ...............................5€ >`BB $% ! ! U ................................................. & J¯ >|A $% " Q R R ! _ O ! ) D

R .................................................... & :¯ >`= $% ) O W * O _ .......................................................... & :¯ >=: $% $

R & Q R ! Z ' & _ .................................. & B¯ >`A: $% @ Q$ .................................. & :¯ ><<< $% O ZR R .................................................................................................................................................................... & J¯ ><:B $% R $ Q R ......................................................................... & |¯ ><KA $% Q k > _ ! ! D D Q ................................................... & |¯

71 JJ D D JJ JJ |B J: |J D J` D J: J` D D `` |J 71 `K `K || |B `K D |B J< 71 D |B J` D JJ JJ |: JJ D J< D D |B D || D 56 J` |: D J< J` `` 11 56 J< J: JJ J: J< D D D


><J: $% O U O $

....................................................................................................................... & |¯ >:`B $% * Y U O v ! z ................................................................................... |¯ & :¯ >;< Q % ) _ ! O _ Q .................................................................................... & :¯ ><| ? % R ! _ O R

R ............................................................................ & :¯ >:< % [ ! & O ? O & ! ) ................................. & J¯ ><B: % * ! $ ! O U W O D Q ............................... & |¯ ><J` % O ! ! O ! Q O ..................................................................................... & |¯ >`;; [ % ! O Q k ! & Q ................................................... & :¯ >`B; [ % U O ! D ! ! ........................................................... & J¯ >`KK [ % O R ! R ! ! ! ! ............................................... & J¯ ><;B [ % _ O$ ! D $ > O ! j ................................ & |¯ ><|| [ % & U &+) O Q ............................................. & |¯ ><|= [ % & U O Æ Y ............................................ & |¯ >`=K Z % _ k O ................................................. & J¯ >A| Z % Z _ _ & ................................ & J¯ >``; > O % _ OD _ O ! & Q .......................................... & J¯ >`:: _ k % ! Q k D U O$ ! D $ Q ................................. & J¯ >`B: _ k % Q k O W !

R ! D& Q ..................................................... & :¯ >K< _ % & O ! > Q R .................................................................................. & J¯ >:<` ( % " $ ? ............................................................................................................................................5€ >`JA ( % " D! O .................................................................................................................. & J¯ >:J` % >

! O ! O .....................................................................................................................6€ >:<K % '_>@

Y :& U ! O W ......................................................................................5€ >:J: $% :& D O ! R R Q .................................................................................................6€ ><=| $%

DQ ! Q ............................................................................................................................. & |¯ >:<: $% U O ! O D Q ......................................................................5€ >:`; $% U O ! O D Q ............................................................................................... & J¯ >:;| k [ % Q .................................................................................... & |¯ ><|K O % k $

Q O ! O ................................................................................................................ & |¯ ><A= $% ? ! ! ! Q $ >@ Y Q ! O $ [ X k ................................ & |¯ ><AA $% ? ! ! ! Q Q $ >>@ ? ! O Y ...................................................... & |¯ ><K: % O ! * " ! U X ...................................................................... & |¯ >`<< k $%

R ! O k .......................................................................................................... & J¯ >`=J kD $% ! Q O .................................................................................................... & J¯ >`JJ kD $% ) & ! q [ Q R ..................................... & :¯ >`|` kD $% ) $ ! D @

$ O _" Dq _ ................................... & J¯ ><KB kk $% ! j ) )>_ > .......................................................................................................................................................... & |¯ ><JJ kk % _ Q ! $% R D Q ............................. & |¯ ><== kk % ! j ) )>_ >>>$ Q ................................................................................................. & |¯ >=| k $% !

R ............................................................................................... & :¯ >|K ~ D Q $% Q R q D

R ! q k Q .................................. & :¯ >`K| $%

D ! Q Q ² ..................................................... & |¯ >``J $% ) Z Z .................................................................................................. & :¯ >`K` " Q ( % ! $ * U D ......................................................................... & |¯ >J| " $% ! ' _ O R $ ? > ? .................................... & :¯ ><=J " % [ R@ ' Q ........................................................................... & K¯ ><:; " kD $% ) ! .......................................................................................... & J¯ ><:` " kD $% " Q ) & _ ....................................................................................................... & :¯ >A` " k Z % O q ................................................ & :¯ ><K| " ~ X% & ! O ! R O .......................................... & |¯ >JB " ~ X $% _ !

R ! > O ................................................................ & :¯ >A= " ~ X $% > ! O ' ) Y _ ............................................... & :¯ ><|< " ~ X $% & ! ! R R ! O ! O R.................................... & |¯ >::K " ~ X $% k X ³ O O ........................................................................................................................5€ >`<J " ~ X % O Q X

R ' O O & ! R .................................. & :¯ >`:= Z % Q R q D ! D " ? R > ..................................................................... & :¯ >`=< Z % W O O Q k ........................................................ & J¯ >`=: Z %

O O W O O Q k .................................. & J¯ >:;B $% )'"? D O U O v) _.................................................................................................................... & |¯ >:;A $% )'"? D O U O ! W ................................................................................................... & |¯ ><`: Q XR $% > k .................................................................................................................... & |¯

D D |B D JJ D D || `` |J |: D D J< J< || |J |J J: 44 `K 56 56 56 D 56 D D D D `` D D D J< `` D D D `K J: |J J< |J J: D J` J` J< D J: |B D 44 |B `` `K `K `K `K J`


>J; $%

R ! Z " ........................................................................................................................... & J¯ >`|B % ? R:&@ :& Q R R ....................................................................................................................................... & :¯ >::A k% q @ ' ! ..................................................................................................................................5€ >:<< $% q Y k O ! O O k .................................................................................................5€ >:`J $% q _ Y k O ! X ! O O k .......................................................... & :¯ ><|A R % W D D .................................................................... & J¯ ><;: R % R ! Q ................................................................................................................................. & J¯ >`BA R % " D Y Q Q R R O .................................................................................................................... & :¯ >=J R $% _ W Y ! ! W ................................................................................ & :¯ >`;K R $% O O U O Q O ! R ........................................................................................ & J¯ ><=K % q Q ! U Y ............................................................................. & |¯ ><KK * % ! Q .......................................................................................................................................... & |¯ ><|J * $% q @ " R .................................................................................................................. & |¯ ><BB * $% q Q $ " O Q k O ............................................................................................ & |¯ ><:: * $% q X O Q @ D& D ! [ X .................................................................. & :¯ >B| * $% ) ) ? O X @

Y R O ' " q ...................................................................... & :¯ ><=` * % > U ~ ................................................................................................................... & K¯ >`J` * % .............................................. & J¯ >AK + X % ) ! O ................................................................................................... & J¯ ><;J ( X k% & [ X _ O ............................................................................................................................................. & |¯ >`<B ( X k $% ~ Y &R ! .......................................................................................... & J¯ >JJ ( X k % O ! [ _ O O .......................................................................................................... & :¯ >;B ( X k % * $ > O " R O Ï ............................................................................................ & :¯ >`;J ( X k R % O O " $ ! * .................................... & J¯

|B `` 71 56 `` D `K D D `K D D D D |: J: D `` |B D D || `K D


ƒ 5 $ $ >

Hoja de Pedido / Order Form * 5

555( ( 5 # $ 5 in electronic version (PDF)

< ! Shipping address: Nombre / ,

NIF / = 57 , , " 8

& Address % 3& ÂŽ Country TelĂŠfono / .

Fax

D

%, ! % Qty$

ÂŽ % 5 &

Precio / "

Servicio de envĂ­o (uno o mĂĄs ejemplares): Postage & packing (one or more copies): Â? Spain@ J%BÂŻ " @ `|%<ÂŻ Resto del mundo / *>@ `K%B<ÂŻ

SubTotal IVA JÉ q Q VAT 4% Books IVA `BÉ VAT (+F G0 " Postage and Packing Total

EU countries only. Please complete details below: Â… > ! * % R * Q @

Â… > Y ! * !$

; ! 9 Â… > ?R > Q X O www.cimne.com Â… Q >_) O W >_) Â… ! Q ? X ! @ & O ? X% _ [ % `; v;B;:Jz ? % $ $ ;;`A ;;<A `B J`<;;|;;:: Â… VISA

Â… _ " "&

Â… _ "> ) ] "

)“ " , " ..................................... Fecha de caducidad / ? " / ' .................................................................... Nombre/ , ................................................. CVC2.................................................................................................................... Firma / Signature

$ $, = ! 9 7 ? 0 @ > _Š ) Š > Ž U `% ) ' % [ ‡ % % ;B;:J ? % � @ ’:J A:J ;`K ;:= D Y@ ’:J A:J ;`K |`= D Ä $ $ ! q R ‡ `| `AAA% `: Q & ‡ % ! W ‡ U O >_) U ! ! % % R $ ~ O % U R Š @ Ä $ $ >_) % $ `% ) ' % [ ‡ % ;B;:J ? % � $ > q `| `AAA% ! & Q `:% ! & % ! R O R Q U R ! >_) % O O ! Q ! % O $ + Y O O ! % U QR @ Ä $ $ QR @ >_) % $ `% ) ' % [ ‡ % ;B;:J ? %

-83-



UNIVERSITAT POLITÈCNICA DE CATALUNYA

CIMNE Edificio C1, Campus Norte UPC C/ Gran Capitán s/n 08034 Barcelona, España Tel.(+34) 93 205 7016 - Fax.(+34) 93 401 6517 e-mail: cimne@cimne.upc.edu www.cimne.com

cover_catalogue_2009_23-10-10.indd 1

Catalogue 2010

08/11/10 14:20


Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.