MIN by christine min

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Rafel Vinoly Architects Abha Airport Novartis Pizzeria SSI Tower Competition 22 Thames New National Stadium afoam UPSTATE, Urban Rest Stop FIGMENT, Urban Accordion Syracuse University School of Architecture pocketPORT Modus Vivendi Har vard University GSD fiber,force_FORM ready,set,EVACUATE Youâ&#x20AC;&#x2122;re Welcome

works professional + academic

afoam, co-founder Rafael Vi単oly Architects, New York, NY Harvard University GSD, M.Arch II Syracuse University, B.Arch

Abha Airport

The regional airport was a fast-paced project. I worked on developing construction documents for schedules for metal panel soffit and roof panels. I also developed renderings for preliminary design presentation to the client.

Regional Airport Abha, Saudi Arabi SR 1.8 Billion 86,000 sqm

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Rafael Vi単oly Architects | Abha Airport, Construction Document

smin@gsd.harvard.edu | christinemin.com

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Rafael Vi単oly Architects | Abha Airport, Construction Document

smin@gsd.harvard.edu | christinemin.com

ABHA REGIONAL AIRPORT OWNER: P.O. BOX 887 JEDDAH, 21421, SAUDI ARABIA DESIGN ARCHITECT: _

P01

X=721.568 Y=847.728

50 VANDAM STREET NEW YORK, NY, 10013, UNITED STATES J.V. ARCHITECT:

P.O. BOX 122842 JEDDAH, 21332, SAUDI ARABIA AIRPORT PLANNING + AIRSIDE ENGINEERING VIA STATUTO 11 MILANO, 20121, ITALY ROOF STRUCTURE 744 BROAD STREET NEWARK, NJ 07102, USA CIVIL - STRUCTURE - MEP - FIRE PROTECTION ACOUSTICS - VERTICAL TANSPORT AUDIO VISUAL - TELE DATA - SECURITY

72 MOSADEK STREET DOKKI, GIZA, 12311, EGYPT LANDSCAPE 21A.OBOUR BUILDINGS SALAH SALEM ST. CAIRO, EGYPT LIGHTHING 39 WEST 13TH STREET NEW YORK, NY 10011, USA SURVEYING + GEOTECHNICAL

P.O. BOX 15292 RIYADH, 11444, SAUDI ARABIA

P02

X=605.7187 Y=567.0771

P03 1.0

X=560.1159 Y=491.4791

CURVE 01

X=137.2519 Y=442.2143

P04

X=472.9801 Y=423.0618

X=208.4931 Y=215.3918

PROGRESS DRAWING:

BUILDING:

X=329.1973 Y=108.6745

3 CU

RVE

X=401.4501 Y=72.2323

ISSUE NO.

ISSUE DATE

ISSUE NO.

1.0

X=878.2001 Y=23.5099

7 5

KEY PLAN IF THIS DRAWING IS A REDUCED PRINT, REFER TO GRAPHIC SCALE

SCALE: 1:1500

L DRAWING TITLE:

DRAWING NUMBER:

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Rafael Vi単oly Architects | Abha Airport, Construction Document

ISSUE DATE N

X=0.0 Y=0.0

smin@gsd.harvard.edu | christinemin.com 1

P12 ARC ORIGIN POINT X

ANGLE (째) Q - POINT Q - POINT RADIUS (M)

Q WORKPOINT X

550.3995 57

369.8758 43

10.52030 7

432.598909

122.8427 35

541.5901 13

369.6045 41

10.73711 1

423.785289

118.0056 48

356.5595 4

508.0886 07

362.1767 77

11.68540 4

389.47024

127.8519 47

277.8728 6

415.6366 43

320.6534 41

15.79206 8

152.8072 97

202.6078

404.7208 2

311.5009 41

16.61812 6

135.5351 23

288.121569

Roof

435.7315 98

ABHA REGION OWNER:

Level 2

P.O. BOX 887 JEDDAH, 21421, SAUDI ARAB

Level 1

DESIGN ARCHITECT: _

439.3532 38

364.0171 21

13.51048

336.783949

253.9438 28

82.86453 1

579.7548 17

752.0235 17

6.072609

749.411586

324.7583 97

47.32886 6

668.0501 93

1110.950 521

4.066436

1119.039328 8

400.7380 12

24.30742 6

631.1140 98

896.0805 76

901.017841

478.4682 26

8.087114

717.5171 82

1946.344 753

2.327858

1954.830128 10

557.2387 78

-1.903604

678.1005 08

996.0433 86

4.534005

1003.711648 11

636.5042 44

-6.805966

636.1938 91

2107.717 805

2.150375

2116.175661 12

715.9104 13

-6.955858

745.6258 75

655.4458 06

6.897582

659.786523

795.2017 38

-2.475535

72 MOSADEK STREET DOKKI, GIZA, 12311, EGYPT

873.8559 58

8.240041

LANDSCAPE

5.050788

273.876449

Level 0

194.8533 85

50 VANDAM STREET NEW YORK, NY, 10013, UNIT J.V. ARCHITECT:

P.O. BOX 122842 JEDDAH, 21332, SAUDI ARAB

P10

AIRPORT PLANNING + AIRSI VIA STATUTO 11 MILANO, 20121, ITALY ROOF STRUCTURE 744 BROAD STREET NEWARK, NJ 07102, USA

CIVIL - STRUCTURE - MEP ACOUSTICS - VERTICAL TAN AUDIO VISUAL - TELE DATA

P11

21A.OBOUR BUILDINGS SAL CAIRO, EGYPT LIGHTHING

P09

39 WEST 13TH STREET NEW YORK, NY 10011, USA

SURVEYING + GEOTECHNIC

P.O. BOX 15292 RIYADH, 11444, SAUDI ARAB

P07

P12

X=0.0 Y=0.0

F P10

P13

X=122.842735 Y=435.731598 ARC 01

P02 P06

P01 P03

ARC 02

P04

PROGRESS DRAWING:

P05 P08

BUILDING:

ARC

P11

P09

P07

C 04

ISSUE NO.

ISSUE DATE

P13

X=122.842735 Y=435.731598

ARC 01

KEY PLAN

P01

IF THIS DRAWING IS A REDU REFER TO GRAPHIC SCALE

P03

P04

ARC 02

P02 P06

ARC

P05

ARC 03

ARC 08 ARC

X=0.0 Y=0.0

SCALE: 1:1500

ARC 09 ARC 10

ARC 11

ARC 12

ARC 13

AR C

ARC 06

ARC

ARC 08

X=0.0 Y=0.0

ARC 09

ARC 10

ARC 11

ARC 12

ARC 13

DRAWING TITLE:

DRAWING NUMBER:

novartis building 3 italian pizzeria + office east hanover, new jersey 287,000 sqft

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Novartis Oncology Consolidation Center Building Three is a 310,000 sf new office building for a master plan development of Novartisâ&#x20AC;&#x2122; campus in East Hanover, New Jersey. The building is expected for completion in 2012 and it will house 800 open workstations, 120 seat restaurant, fitness center, and conference rooms. The pizzeria features a curved venetian plaster wall that define the served spaces and a suspended curved wooden ceiling that shape the interior seating space of the restaurant. The project challenges include designing around the unusual features of the geometries involved with the double curvature of the ceiling and coordinating with the structural, acoustical, and mechanical to manufacture and install the wooden ceiling.

Rafael ViĂąoly Architects | Novartis - Pizzeria, Schematic, Construction Document, Administration

smin@gsd.harvard.edu | christinemin.com

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Rafael Vi単oly Architects | Novartis - Pizzeria, Schematic, Construction Document, Administration

smin@gsd.harvard.edu | christinemin.com

Rendering Construction

SSI Tower Competition

The invited competition was to design a commercial complex that integrates with the existing Melia Hotel on site. The concept of the design is to incorporate flexibility and efficiency by ranging floor plates between two towers. This will result in accommodating both open plan layouts and housing for up to 85 people and offices. Each tower is enclosed on three sides, while the fourth or interior side is comprised of smooth curtain wall glazing. The double curvature of the tower averages sun exposure and creates a self shading opportunity.

Jakarta, Indonesia 23,598 sqm

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Rafael Vi単oly Architects | SSI Tower Competition Entry

smin@gsd.harvard.edu | christinemin.com

NEW DEVELOPMENT

PROPERTY LINE

EXISTING SITE

LV ROOF EL 130.5M

LV 01 EL 0.0M BASEMENT -1 BASEMENT -2

LV B -4 EL -12.3M

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Rafael Vi単oly Architects | SSI Tower Competition Entry

-3.90

-6.70

smin@gsd.harvard.edu | christinemin.com

LV ROOF EL 130.5M

PROPERTY LINE

L23

L24

L10

L25

35.0m

8.4m

8.4m 8.4m

8.4m

36.5m

8.4m 8.4m

36.5m

L22

31.1m

8.4m

Tower B

Tower A

8.4m

Tower A Sky Garden Retail Lobby MEP Helipad

8.4m

Tower A

L13

L28 Column Grid 8.40m O.C.

L29

Environmental Performance 8.4m 8.4m 8.4m Self-shading Façade Rainwater Retention Natural Light Views in All Directions

Inclined Columns Typ

850 m² 650 m²

53,000 m²

50,500 m²

Levels 1 to 2

8.4m

Sky Garden Retail Lobby

8,400 m² 700 m²

MICE

1,600 m²

MEP 8.4m TOTAL GSF

8.4m 61,2008.4m m²

8.4m

114,200 m²

Parking 74,312 m²

Levels -4 to -1

Tower B

Winter 64°

Vertical Circulation for Each Tower

Advanced Dual System 1) Concrete Core Shear Walls 2) Concrete Girder Moment Frame.

Tie Beams at Floor Levels

51,500 35m m²

Tower B

Seismic Resisting System

Core Shear Walls

L14

TOTAL

8.4m

Tower B

8.4m

Level 3

8.4m

36.5m

8.4m

L27

8.4m

8.4m 8.4m

8.4m

40.6m

8.4m

36.2m

8.4m

L12

8.4m

8.4m 8.4m 8.4m 8.4m 8.4m

Level 32

8.4m

L26

8.4m

36.5m

Levels 4 to 31

L11

8.4m

36.5m

28.0m

L21

46.5m

8.4m

L20

8.4m

L19

8.4m

36.5m

8.4m

L18

8.4m

-Two Fire Elevators -One Freight Elevator -Eight Passenger Elevators

Level 32

Levels 4 to 31

Advanced system achieves time and cost savings Concrete Mat and Caisson Foundation

L15

Typical Tower Floor Framing Plan

L30

min

Level 3

Core Shear Walls (400 mm Avg Thickness) Concrete Girder Moment Frame To Beam 720 x 720 mm (Depth Includes Slab)

Tower B

L16

Tower A Entrance

Loading Access

Tower B Entrance

L31

Rafael Viñoly Architects | SSI Tower Competition Entry

Tower A

Concrete Columns (780 x 780 mm Avg Size)

Tower B

To H Retail Entrance

Typ Slab 250 mm Two-way

Column Grid 8.40m O.C. Core Shear Walls Tie Beams at

ote

Public Zone Tower B Lobby Environmental Tower A Lobby Performance Freight Elevator Fire Elevator Self-shading Façade Rainwater Retention Tower A Natural Light Views in All Directions

Seismic Resisting System Advanced Dual System 1) Concrete Core Shear Walls

Levels 1 to 2

Levels -4 to -1

smin@gsd.harvard.edu | christinemin.com

22 Thames New York, NY 7,000 sf lot

22 Thames is an residential tower in FiDi that is expected to undergo construction in 2018. The project was an awarded competition that will be built next to the American Stock Exchange Building. Due to the contraints of the lot, the project required a BSA Variance for lot coverage permit and setbacks.

22 Thames Street Residential Tower I July 18, 2013

TE PLAN

ONTEXT IMAGES: AERIAL VIEW FROM 7 WTC

22 Thames Street Residential Tower I July 18, 2013

ZONING MAP

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Rafael Vi単oly Architects | 22 Thames

smin@gsd.harvard.edu | christinemin.com

22 Thames Street Residential Tower I July 18, 2013

SETBACK COMPARISON - STRUCTURE AS OF RIGHT DESIGN

FINITE ELEMENT MODEL - DEFLECTION

HEIGHT +1,126.28’

AS OF RIGHT DESIGN - STRUCTURAL IMPACTS

HEIGHT +1,036.28’

TOP OF PA RA PET EL. + 1 0 4 3 . 3 8 ' C T

65'-0"

ROOF LEVEL EL. + 1 0 1 8 . 3 8 '

TUNED MASS DAMPER

TMD MEC H LEVEL 8 5 EL. + 9 8 3 . 3 8 '

INCREASE IN SLAB THICKNESS

GENERA L NOTE RESIDENTIA L - 7 6 F LOORS RETA IL A MENITY MEC H

300'-0"

LEVEL 7 2 EL. + 8 4 0 . 3 8 '

• 20% INCREASE IN SHEAR WALL THICKNESS AT TYPICAL RESIDENTIAL FLOORS FROM 24” TO 28”

LEVEL 6 0 EL. + 7 0 8 . 3 8 ' LEVEL 5 9 EL. + 6 8 3 . 3 8 '

RESIDENTIA L MEC H

• INCREASE IN HEIGHT / SLENDERNESS RATIO FROM 1:13 TO 1:17 • 20% INCREASE IN SHEAR WALL QUANTITIES AT TYPICAL RESIDENTIAL FLOORS

2 5 RESIDENTIA L F LOORS

OUTRIGGER

/ OU TRIGGER

RESIDENTIA L

6 0 0 ' H IGH TOWER REF ERENC E ( 6 0 0 . 0 0 ' + 1 1 . 8 8 ' = 6 1 1 . 8 8 ') LEVEL 5 0 EL. + 5 8 4 . 3 8 '

• REQUIREMENT OF TUNED MASS DAMPER IN LIEU OF STATIC SLOSH TANK AS RESULT OF INCREASE OF AS OF RIGHT DESIGN BUILDING HEIGHT • INCREASE HEIGHT OF MASS DAMPER FLOOR FROM 25’ TO 35’

298'-0"

2 6 RESIDENTIA L F LOORS

LEVEL 4 1 EL. 4 9 0 . 3 8 '

• INCREASE IN CONCRETE REINFORCING STRENGTH FROM 60 ksi TO 100 ksi LEVEL 3 3 EL. + 4 1 0 . 3 8 ' RESIDENTIA L LEVEL 3 2 EL. + 3 8 5 . 3 8 ' MEC H / OU TRIGGER

OUTRIGGER

MEC H / OU TRIGGER

RESIDENTIA L

• INCREASE IN SLAB THICKNESS OF TOP 10 FLOORS FROM 8” TO 12” TO COUNTER ACCELERATION

2 5 RESIDENTIA L F LOORS

276'-0"

LEVEL 1 9 EL. + 2 5 5 . 3 8 '

• 25% INCREASE IN FOUNDATION CAPACITY FOR GRAVITY LOAD AND OVERTURNING FORCES

8 8 TRINITY PLA C E

2 0 '- 0 " SETB A C K

RESIDENTIA L

MA X STREET WA LL 9 7 ' - 6 " F ROM A C L

20'-0"

2 0 F EET A IR & LIGH T EA SEMENT MEC H . T. O. R. A MENITIES

LEVEL 0 7 EL. + 1 3 5 . 3 8 '

A MENITIES

LEVEL 0 5 EL. + 9 2 . 3 8 '

A MENITIES

A MENITIES LEVEL 0 4 EL. + 6 6 . 8 8 '

MEC H

LEVEL 0 3 EL. + 4 9 . 8 8 '

RETA IL 15'-0"

RESI RETA IL LOB B Y RESI RETA IL B OH B OH

SETBACK COMPARISON - STRUCTURE

OUTRIGGER

MEC H . LEVEL 0 6 EL. + 1 0 9 . 3 8 '

RETA IL

LEVEL 0 2 EL. + 3 2 . 8 8 '

C L TH A MES ST

22 Thames Street Residential Tower I July 18, 2013

LOB B Y GREENWIC H ST

LEVEL 1 RETA IL EL. + 1 1 . 8 8 '

18'-0 1/16"

60'-0"

6 0 F EET F IRE SEPA RA TION

8 6 TRINITY PLA C E ( A MEX)

• 20% INCREASE IN QUANTITY OF CONCRETE REINFORCING

C ELLA R LEVEL EL. - 2 . 1 2 '

RESI B OH

RETA IL B OH

U TILITIES

ROC K LEVEL EL. - 3 8 . 1 2 '

PROPOSED DESIGN CONCEPT

69'-9"

14'-5" 6'-6"

112'-7"

16'-4"

32'-6"

FINITE ELEMENT MODEL - DEFLECTION

PROPOSED DESIGN CONCEPT GENERA L NOTE RESIDENTIA L - 6 1 F LOORS RETA IL A MENITY MEC H

HEIGHT +960.28’

HEIGHT +870.28’

TOP OF PA RA PET EL. + 8 8 2 . 3 8 '

MEC H .

. ST

LEVEL 7 0 EL. + 8 2 7 . 3 8 '

RESIDENTIA L PH 58'-0"

3 RESIDENTIA L PENTH OU SE F LOORS

LEVEL 6 7 EL. + 7 9 4 . 3 8 ' MEC H . / OU TRIGGER LEVEL 6 6 EL. + 7 6 9 . 3 8 '

RESIDENTIA L

• SHEAR WALL THICKNESS AT TYPICAL RESIDENTIAL FLOORS - 24”

C T ROOF LEVEL EL. + 8 5 2 . 3 8 '

MEC H . / OU TRIGGER

• SLENDERNESS RATIO -1:13

RESIDENTIA L

SLOSH TANK

• STATIC SLOSH TANK

OUTRIGGER

• HEIGHT OF MASS DAMPER FLOOR 25’ • CONCRETE REINFORCING STRENGTH - 60 ksi

6 0 0 ' - 0 " TOWER ELEVA TION EL. + 6 1 1 . 8 8 ' 344'-0"

LEVEL 5 0 EL. + 5 9 3 . 3 8 '

• SLAB THICKNESS - 8” 2 9 RESIDENTIA L F LOORS

RESIDENTIA L

LEVEL 3 7 EL. + 4 5 0 . 3 8 '

MEC H . / OU TRIGGER

LEVEL 3 6 EL. + 4 2 5 . 3 8 '

OUTRIGGER

RESIDENTIA L

315'-0"

RESIDENTIA L

2 9 RESIDENTIA L F LOORS

LEVEL 2 0 EL. + 2 6 5 . 3 8 '

8 8 TRINITY PLA C E

13'-0" SETBACK

60'-0"

6 0 F EET F IRE SEPA RA TION

MA X STREET WA LL 9 7 ' - 6 " F ROM A C L

RESIDENTIA L 20'-0"

2 0 F EET A IR & LIGH T EA SEMENT

MEC H . T. O. R.

8 6 TRINITY PLA C E ( A MEX)

A MENITIES

RESIDENTIA L

LEVEL 0 7 EL. + 1 3 5 . 3 8 '

MEC H .

LEVEL 0 6 EL. + 1 0 9 . 3 8 '

OUTRIGGER

A MENITIES

LEVEL 0 5 EL. + 9 2 . 3 8 '

A MENITIES

LEVEL 0 4 EL. + 6 6 . 8 8 '

MEC H .

LEVEL 0 3 EL. + 4 9 . 8 8 '

RETA IL C L RETA IL RESI TH A MES ST LOB B Y RESI RETA IL B OH B OH

RETA IL

LEVEL 0 2 EL. + 3 2 . 8 8 '

LOB B Y LEVEL 1 RETA IL EL. + 1 1 . 7 4 ' C ELLA R LEVEL EL. -2 .1 2 '

GREENWIC H RESI B OH

RETA IL U TILITIES B OH

ROC K LEVEL EL. - 5 2 . 1 2 ' 69'-9"

min

14'-5"

6'-6"

Rafael Viñoly Architects | 22 Thames

112'-7"

16'-4"

32'-6"

smin@gsd.harvard.edu | christinemin.com

New National Stadium Competition Rafael Vinoly Architects Tokyo, Japan

The stadium building is conceived as a forested hill which transforms the site into a new landscape that is continuously accessible for the enjoyment of the people of Tokyo. The retractable roof, a self supported cylindrical surface in fabric allows events to be held in any weather condition. Placing the stadium into the ground allows for a gradual descending route to each concourse level, in contrast to most stadiumsâ&#x20AC;&#x2122; traditional ascending access. This allows the visitor to experience a magnificent view of the entire stadium from the upper tier upon entering into the stadium.

S 7793

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Rafael ViĂąoly Architects | National Japan Stadium

には、安全な車寄せを置き、そこから直接エスカレーターやエレベーターを使い2階ま

でアクセスができる。

smin@gsd.harvard.edu 屋上緑化 / Ro o f Ga r d e n | christinemin.com

曲線を持ったコンクリートの天井は、音をいろんな方向へ分散させる役割をする。必要な箇所には、反射材質や吸収材質を取り付け、最適な音響効果をつくりだす。

T H E M E I: Id e a fo r s ta n d s w ith e x c itin g a tm o s p h e r e s . Pl a ic n g t h e st a d i u m i n t o t h e g r o u n d a l l o w s f o r a g r a d u a l d e sce n d i n g r o u t e t o e a ch co n co u r se l e ve l , i n co n t r a st t o m o st st a d i u m s’ t r a d i t i o n a l a sce n d i n g a ce s. Th i s allows the visitor to experience a magnificent view of the entire stadium from the u p p e r t i e r u p o n e n t e r i n g i n t o t h e st a d i u m .

プロムナード / Pr o m e n a d e

Ove r t h e t o p o f t h e g r a d u a l l y ls o p i n g e n t r a n ce p r o m e n a d e s, a n o t h e r se t o f p a t h s o ve r t h e r o o f o f t h e St a d i u m se r ve a s t h e a ce s a n d ci r cu l a t i o n w i t h i n t h e Pa r .k Wh i l e t h e St a d i u m i s n o t i n u se , t h e Pa r k i s st i l l a va i l a b l e t o p e o p l e t o u se . Wi t h i n a u n i f o r m d i st r i b u t i o n o f se a t i n g , a l l se a t i n g l o ac t i o n s hs a r e e q u a l l y g o o d vi e w s. Eve r y se a t i s d e is g n e d t o a hc i e ve a “ C ” Va l u e g r e a t e r t h a n 9 0 w h i ch p r o iv d e s a ve r y co m f o r t a b l e is g h t l i n e f o r e a ch sp e ct a t o r .

3階観客席からの眺め / Vi e w

fro m

U p p e r Ti e r

VIP B o x e s a n d ts a n d s a r e l o ca t e d a t t h e 2 n d t i e r o n t h e w e st e n d . VIP Sp e ct a t o r s h a ve a n e a sy a n d es uc r e d r o p o f f a l o n g Ro u t e 4 1 8 ( Ga i e n Ni sh i Do r i ) . Th e r i b b e d co n cr e t e sh e l l st r u ct u r e d i sp e r se s so u n d u n i f o r m l y t h r o u g h t h e ve n u e s. Sound reflecting and absorbing panels will also be strategically installed on the soffit to optimize acoustics.

1階コンコース / Le ve

l 1 C o n co

u r se

Section Perspective 1 /6

S 7793

を

緑化によるは、を吸収し、材の役割を果たす。そのため、室のコス必要最にえられる。な緑地計により、ートアイランドをえ、上昇をることにする。

た屋上公園の

は、

時に

にながらアクセスされることを

場の Ex i s t i n g C o n d i t i o n

のゲートは外苑

Sh a d o w

。

から、外苑西通りを通り、

場

された屋上公園をながらのアクセス。

場所としても能する。

の

にられた

に反射

に緩やかに下がっていくプロムナードは、それれの階のコンコースの外側

に位置してり、ブリジによって繋がっている、そのためそれれの動線がわることの

れターンを用した開

計：地

屋根

Retractable Roof Stadium はられてり、Tierニク時にスムーな動きが取れやすい。 Diameter: 123 Meters Heights: 14,20,25 Meters

Roof Total Height: 44 Meters

Excavation+Foundation Below Grade Height: 22-28 Meters

Re t r a c t a b l e Ro o f Op e r a t i o n Se q u e n c e

計：屋根

B u i l d i n g Di a g r a m : Ex c a v a t i o n + F o u n d a t i o n

Underground Stadium + Green Roof: Heat Reduction

計：スタジアム

B u i l d i n g Di a g r a m : Ro o f

計：開

B u i l d i n g Di a g r a m : St a d i u m

4 1

M E IV : Id e a fo r e n v ir o n m e n ta l-fr ie n d lin e s s 2

5 5

B u i l d i n g Di a g r a m : Re t r a c t a b l e Ro o f a n d Gr e e n Ro o f

T H E M E II: Id e a fo r a c c e s s to th e s ta d iu m fr o m n e a r b y o r ta tio n s s u c h a s tr a in s ta tio n s a n d management of crowd flow into and out of the stadium

提されたの p o u p b o s l e i c d C t o r n a d n i t i so n p Sh a d o w Pr 4

屋根と屋上緑化

1 0

5 7

Th e St a d i u m i s a c c e s s e d f r o m f o u r p r i n c i p a l e n t r a n c e g a t e s t h a t l e a d t o w i d e g e n t l y r a m p e d p r o m e n a d e s c o n n e c tin g th e th r e e c o n c o u r s e le v e ls . 9

8 8

e s ig n a v o id s th e c r e a tio n o f a n y d a r k , s h a d o w e d a r e a s a r o u n d th e s ta d iu m . m a k e s th e n e ig h b o r h o o d s a fe r.

5 6

7 8

Pe o p l e c o m i n g f r o m K o k u r i t s u K y o g i j y o St a t i o n a n d Sh i n a n o m a c h i St a t i o n a l o n g t h e r o a d n o r t h o f t h e Me i j i Me m o r i a l Pi c t u r e Ga l l e r y w i l l u s e t h e No r t h Ga t e . 7

concrete structure provides simple and durable finishes. ts organic form creates iv e s u r fa c e o n w h ic h to d is p e r s e s o u n d s , m a k in g th e s ta d iu m m u c h m o r e s tic a lly in tim a te a n d m itig a tin g im p a c ts to th e s u r r o u n d in g n e ig h b o r h o o d . 5

7 5

Pe o p l e a r r i v i n g f r o m Sh i n a n o m a c h i St a t i o n t h r o u g h t h e p a r k o f Me i j i Me m o r i a l Pi c t u r e Ga l l e r y , A o y a m a Ic c h o m e St a t i o n t h r o u g h t h e p i c t r e s q u e Gi n k g o Tr e e l i n e , a n d Ga i e n Ma e St a t i o n s e e i n g t h e J i n g u St a d i u m o n r i g h t h a n d s i d e w i l l u s e t h e Ea s t Ga t e . 5

1 0

r e c a s t c a s t c o n c r e t e s t r u c t u r e p r o v i d e s v e r y l o w m a i n t e n a n c e . Th e s o i l o n t h e o r k s w e l l a s a n i n s u l a t i o n a n d r e d u c e s t h e h e a t i n g / c o o l i n g c o s t s . Th e r e f o r e , ife cycle costs are low even if the initial investment might be higher than Pe o p a n l ( eSc a l e a : 1 r/ 2 r, 0 i0 v0 ) i n g f r o 2 階m 面 Se ：n 1 / 2d , 0 0a 0 g a 2 n d y F al o o r PlSta n ( Sca a t l e i : o 1 / 2 n , 0 0 0 t ) h r o u g h 階 To面 k y ：o1 / 2 , 0 Me t r o p o l i t a n Gy m n a s i u m e n t i o n a l “ o b j 屋根 e c t せb u i l ：d 1 / 2i n, 0 0 g 0 d Rou o f e Pl a nt o ( Sc a t l e h : 1 e / 2 , 0 0 e 0 ) x c a v a t i o n 地上階 . Th面 i s m ：1 / 2 a , 0 0k 0 e s Gr t o hu n d e F l o p o r rPl o a n p ( Sc o a l e s : 1 e / 2 ,d 0 0 0 )d e s i g n 3階面：1/ 時の 2 ,0 0 0 3 r d F l o o r Pl場所 0 0 1 s t F l o o r Pl a n ( Sc a l e : 1 / 2 , 0 0 0 ) e financially viable in long term. c o a m c p u al e t ix o n w i l l u s e t h e We s t Ga t e . A l s o , t h e VIP a c c e s s i s p r o v i d e d a t t h i s e n t r a n c e Di s a s t e r Ev 3

設設地: 9 公開地面 : 9 公園面 : 7 Si t e A r e a F o r C o n s t r u c t i o n : 9 Pu b l i c Op e n Sp a c e : 9 Pa r k : 7

2 ,6 7 ,1 6 ,8 2 ,6 7 ,1 6 ,8

8 7 7 0 5 7 8 7 7 0 5 7

s m s m s m s m s m s m

の入り口スー観覧能

o il o n th e r o o f a b s o r b s r a in w a te r, p r o v id e s in s u la tio n , a n d h e lp s to r e d u c e th e r e d c o o l i n g i n s i d e t h e b u i l d i n g . Wi t h i n t h e l a r g e r u r b a n c o n t e x t , v e g e t a t i o n o f r e e n r o o f r e d u c e s th e s u m m e r tim e te m p e r a tu r e a n d m itig a te s th e h e a t is la n d t. 面 A -A ：1 / 2 , 0 0 0 El e v a t i o n A - A ( Sc a l e : 1 / 2 0 0 0 ) 面 B -B

面

C -C

：1 / 2 , 0 0 0

Se c t i o n C - C

面

( Sc a l e : 1 / 2 0 0 0 )

Water Retainment

Greening and Heat Reduction

上緑化 / Gr e e n Ro o f

D- D

：1 / 2 , 0 0 0

Pe o p l e a r r i v i n g w i l l u s e t h e So w h ite r in g a t th r e s e m b le s th e

El e v a t i o n B - B ( Sc a l e : 1 / 2 0 0 0 )

：1 / 2 , 0 0 0

fro m u t h Ga e to p . v ie w o

Ga i e te . Th e f th e

Rafael Viñoly Architects | National Japan Stadium

3 . 4 . 5 .

F o re s t Sc u l p t u r e Ga r d e n Pr i n c i p a l Ga t e Sp o r t s Pr o m o t i o n Sp e c t a t o r F u n c t i o n

6 . 7 . 8 .

9 . 1 0 .

VIP Me d i a Sp o r t s Re l a t e d F u n c t i o n Ma n a g e m e n t Pa r k i n g

n Ma e St a t i o n t h r o u g h Ro u t e 4 1 8 ( Ga i e n Ni s h i Do o r i ) Th e v i e w f r o m t h i s r o u t e c a p t u r e s a s c e n d i n g Pa r k w i t h s h a l l o w w a t e r i n t h e f o r e g r o u n d m i r r o r s t h e Pa r k w h i c h Mo u n t F u j i .

Th e f o u r r a m p e d p r o m e n a d e s i n s i d e t h e b u i l d i n g c o n t i n u e o u t s i d e o f t h e c o n c o u r s e c i r c u l a t i o n a n d a r e o n l y c o n n e c t e d b y b r i d g e s a t e a c h l e v e l . Th i s h e l p s t h e c r o w d S 7793 flow into and out of the stadium without mixing the horizontal concourse circulation a n d v e r tic a l e n tr y a n d e x it r o u te s . 配置

Se c t i o n D- D ( Sc a l e : 1 / 2 0 0 0 )

Protection from Noise

スタジアムへのアプロー A c c e s s t o t h e St a d i u m 4 /6

min

1 . 2 .

w h i c h g i v e s d i r e c t a c c e s s v i a e l e v a t o r s a n d e s c a l a t o r s d o w n t o Le v e l 0 2 VIP Re c e p t i o n A r e a .

x p a n s i v e o p e n s p a c e i n t h e Pa r k s e r v e s a s a n a d d i t i o n a l o p e n e v a c u a t i o n a r e a s e o f n a tu r a l d is a s te r s . o r e s t c r e a te s a w ild life s a n c tu a r y a n d b e c o m e a m ic r o e n v ir o n m e n t u n iq u e to its .

スタリテ能ア能等関能持能車場

能

S 7793

：1 / 6 , 0 0 0

Si t e Pl a n ( Sc a l e : 1 / 6 , 0 0 0

smin@gsd.harvard.edu | christinemin.com

ス

入

が

、

。

、

要入口 F o u r Ma i n Ga t e s

一

場など

に反射

スの外側

わること

3階アクセス Le v e l 0 3 A c c e s s S 7793

ium id e g e n tly

2階アクセス Le v e l 0 2 A c c e s s

a lo n g th e

o r ia l Tr e e l i n e , s e th e

a s iu m n tra n c e VIP

1階アクセス Le v e l 0 1 A c c e s s S 7793

Do o r i ) k w ith w h ic h

o n c o u rs e e c ro w d irculation 車アクセス Ve h i c u l a r A c c e s s

場動線 Eg r e s s Se q u e n c e 2 /6

S 7793 S 7793

Urban Rest Stop Competition Forman Park Syracuse, NY Public Installation

min

Afoam was awarded the commission as part of a two-stage design competition commissioned by UPSTATE. Urban Rest Stop will activate the park with a series of translucent polyester curtains, suspended on cables amidst the trees of the park. These curtains can be manipulated by visitors to create urban rooms, will be shaped by artists interventions, and serve as the backdrop for videos and performances. The scale of the installation is meant to provoke interest and attract people, who, once inside, gives them the power to shape and make their own environment within the city. An engagement element specifically lacking during during â&#x20AC;&#x153;urban renewalâ&#x20AC;? and the creation of the I-81 viaduct. After the installation, the components of the installation can be re-used along the connective corridor in a variety of configurations, from outdoor cinema to farmers market to high design construction fencing.

afoam | Urban Rest Stop PARTING Competition Installation - Winner

smin@gsd.harvard.edu | christinemin.com

2014, August 22 | Syracuse, NY

12:00 hr

19:00 hr

22:00 hr

min

afoam | Urban Rest Stop PARTING Competition Installation - Winner

smin@gsd.harvard.edu | christinemin.com

COMPONENTS

i_steel tower ii_cables + anchor iii_ fabric

iv_benches min

afoam | Urban Rest Stop PARTING Competition Installation - Winner

smin@gsd.harvard.edu | christinemin.com DEPLOYABLE STRUCTURE + ALTERNATE LA YOUT

USE + ART

Urban Accordion

afoam was selected as one of the five finalist to develop the pavilion for FIGMENT on Govenors Island during the summer of 2014. Through mockups and studies with structural engineer consultants, we explored construction details to help realize our idea for expandable urban block. Four fabric ‘blocks’ expand and contract, creating different levels of enclosure to suit a range of programming, while the space contained by the structures forms a FIGMENT larger communal area for events and chance encounters between the juxtaposed City of Dreams Pavillion programs. Urban Accordion is a new urban condition: a flexible assembly for Govenors Island New York, NY serendipity and public events that fluctuates to meet users’ demands.”

D E T IT

M B U S

min

afoam FIGMENT “Urban Accordion’ Our| proposal was-submiited on 29th of June, 2013.

smin@gsd.harvard.edu | christinemin.com

DREAM We notice the physical barrier between public and private, streets and building blocks. Throughout the day, there is a drastic shift in density, and use of these two spaces. Streets are where informal events happen, where we see breakdancers that attract bypassers creating a immediate nodal gathering. Buildings are destination, where people go to work, shop, dine, live. Many of such space serves for more privatized activities, and at the end of activities space are left vacant. What if there urban blocks can contract and expand when not used to give space for public activities. We imagine a simultaneous mechanism, meaning the contraction and expansion whenever public need more space. afoam - urban accordion

MOCK UP!!

2013, MAY

A horseshoe arrangement.

60"

VARIES

16'-0" MAX, 8-0" MIN

1 6 ’ - 0 ”

1 6 ’ - 0 ” 1 ” ” X 1 / 4 ” A LU M. B A R C ROSS 1 ” ” X 1 B / 4 RA” A C LUE M. B A R C ROSS B RA C E PLA STIC

WA SH ER ON THPLAREASTIC DED WAROD SH ER ON TH REA DED ROD

3 / 4 ” X 3 / 4 ” X 1 / 8 ” A LU M. U 3 ’ / 4 C ” H XA 3 NNEL / 4 ” X 1 / 8 ” A LU M. U ’ C H A NNEL

)

P ( TY - 6 ’ 1 8

)

P ( TY - 6 ’ 1 8

3 8 ’ - 0 ”

8 ’ - 0 ”

P L A N D T L NTS

P L A N D T L NTS NEW WD B U ILT U P J OIST NEW WD B U ILT U P J OIST OR TJ I OR TJ I

A X O N - C O M P E T A I T X I O N - SCC O H M E M P E T I T I O N SC H E M E 4 NTS

TITLE

NTS

MOMENT C ONNEC TIONMOMENT C ONNEC TION

A 0 0 X # REVISED

DWG NO.

2 0 ’ - 0 ”

ST R U C T . C O N C E P T ( P H A SE 1 )

WRA PPER

1 30 2 - U R B A N A C C O R D I O N 1 30 8 30

F A B RIC

ST R U C T . C O N C E P T ( P H A SE 1 )

”

WRA PPER

C H A NNEL F OR F A B RIC C ONNEC H A NNEL TION F OR F A B RIC C ONNEC TION REC LA IMED WD 2 X 4 STU RECD LA IMED WD 2 X 4 STU D

TITLE

F A B RIC “ B LOC K ” MODU LE: “ B LOC K ” MODU LE: 7 EXPA NDA B LE STRU C TU7 EXPA RA L NDA B LE STRU C TU RA L B A YS C LA D IN F A B RIC SCB A RIM YS C LA D IN F A B RIC SC RIM

PROJ EC T DA TE

1 2 ’ - 0 ”

A 0 0 X

3/16" = 1'-0"

1 2 ’ - 0 ”

FULL SHORT EDGE ELEVATION

REVISED

3/16" = 1'-0"

1 30 2 - U R B A N A C C O R D I O N 1 30 8 30

FULL LONG EDGE ELEVATION

PROJ EC T DA TE

F A B RIC C ONNEC TION F A B RIC C ONNEC TION C H A NNEL TO B E ROU TED C H A NNEL TO B E ROU TED INTO WD STRU C TU RA L INTO MEMB WD ERSTRU C TU RA L MEMB ER 1 ” X 1 / 2 ” A LU M. A T REVEA1 ” LX( TYP) 1 / 2 ” A LU M. A T REVEA L ( TYP)

STRU C TU RA L C ONSU LTA NT: ----

REC LA IMED WD 2 X 4

C ROSS B RA C ING: 1 ” X 1 / 4 ” A LU M B A R

PROJ EC T C ONTA C T: A NDREW WEIGA ND 4 8 4 8 8 8 2 7 2 3 INF O @ A F OA M. NET

REC LA IMED WD 2 X 4

C ROSS B RA C ING: 1 ” X 1 / 4 ” A LU M B A R

STRU C TU RA L C ONSU LTA NT: ----

LA P SPLIC E C ONNEC TION LA P SPLIC E C ONNEC TION IN REC LA IMED WD IN REC LA IMED WD

PROJ EC T C ONTA C T: A NDREW WEIGA ND 4 8 4 8 8 8 2 7 2 3 INF O @ A F OA M. NET

ROU TED SLOT F OR C ROSS ROU TED SLOT F OR C ROSS B RA C ING; ( TYP. @ TOP B& RAB OTTOM; C ING; ( TYP. @ TOP & B OTTOM; 1 2 ” X3 /4 ”) 1 2 ” X3 /4 ”)

B LOC K ING A T B A SE & TOP; B LOC K ING A T B A SE & TOP; A DDT’ L B LOC K ING A T LA A PDDT’ SPLIC L B ES LOC K ING A T LA P SPLIC ES

: IES VA R MIN. X 8 ” 0 ’ - 0 ” MA 4 ’ -

A X O N - T Y P . ST R A U X C O T N U - R T A Y L P B . ST A Y R U C T U R A L B A Y 2

NTS

min

REC ESSED C A STOR ( H EA RECVYESSED C A STOR ( H EA VY DU TY NON- PIVOTING C A DUSTOR) TY NON- PIVOTING C A STOR)

: IES VA R MIN. X 8 ” 0 ’ - 0 ” MA 4 ’ -

NTS

afoam | FIGMENT - “Urban Accordion’

A X O N - D E T A IL A X O N - D E T A IL 1

NTS

A horseshoe arrangement.

smin@gsd.harvard.edu | christinemin.com

While creating an opportunity for gathering space in the center, the contracted accordion blocks can showcase the sculptures.

An Assembly hall

The â&#x20AC;&#x153;ACCORDIONSâ&#x20AC;? stretch outward where visitors can trupass the ongoing exhibition to a central outdoor stage.

pocketPORT

Manhatten and its neighboring bouroughs have multiple means of transportation-there are three airports and numerous heliports in the greater NYC area. However, most residents must travel an extra 10 miles on average to travel to the airport from the city. The city is not directly connected to these airports and creating an easily accessible and efficient airport can be beneficial for more frequent air travel in the future.

Brooklyn Naval Yards, New York, NY Design Studio - Michael Pelken The design challenge was creating a 155,000 sqft airport in the existing site of the Syracuse University Brooklyn Navy Yards for a hypothetical client, Richard Branson, who is seeking a new building for his new business venture Virgin SolAir, a commercial airline for sports aircraft.

min

Syracuse University - Design Studio | â&#x20AC;&#x2DC;Pocketport,â&#x20AC;&#x2122; Lightweight Long-Span Airport

smin@gsd.harvard.edu | christinemin.com

VIP LOUNGE

DEPARTURE

TERMINAL

VIRGIN SOLAIR

HANGAR

68'-0"

2'-0"

136'-0"

2'-0"

136'-0"

22'-4 3 8"

2'-0"

136'-0"

251'-10 58"

159'-41516" 102'-01116 "

35'-1112 "

2'-0"

136'-0"

92'-7 316" 34'-314 "

47'-10"

72'-6 14 "

29'-5 1116 "

89'-2 316 "

3 46'-7 7 16"

7'-5 3 4"

8'-10 916 "

68'-11 916"

LEVEL 2

1'-0"= 1/32"

SITE PLAN 1 5 10

1 5 10

100

VIRGIN SOLAIR VIRGIN SOLAIR

100

BROOKLYN, NY BROOKLYN, NY

LEVEL 1 5. VIRGIN SOLAIR CHARTER CLUB LOUNGE 6. VIRGIN SOLAIR GRILL AND BAR

9. HANGAR

3. DEPARTURE LOUNGE

7. PRIVATE JET ACCESS

10. VIRGIN SOLAIR FLIGHT ASSOCIATION OFFICE

4. BAGGAGE

1. BNY OFFICES 2. VIRGIN SOLAIR HEADQUARTERS 3. SHARED OFFICES 4. ATRIUM

min

8. STAFF FACILITY

1. CHECK-IN/ TICKET BOOTH 2. SECURITY

Syracuse University - Design Studio | ‘Pocketport,’ Lightweight Long-Span Airport

11. REPAIR SHOP

smin@gsd.harvard.edu | christinemin.com

136'-0"

2'-0"

136'-0"

2'-0"

68'-0"

2'-0"

68'-0"

2'-0"

68'-0"

2'-0"

68'-0"

2'-0"

34'-0"

106'-3 "

33'-8 "

139'-4"

8'-2 "

31'-3 "

323'-6 916"

127'-4 316"

370'-11"

600'-1116 "

56'-3 "

1 32'-8 3 8"

187'-1"

12'-1"

51'-21116 " 137'-9 916"

33'-31116 "

51'-9"

1 19'-1116 "

04 2

LEVEL 2

1 5 10

1'-0"= 1/32"

100

VIRGIN SOLAIR

BROOKLYN, NY

1. NATURAL-DRAFY PACKAGED COOLING TOWER 100 X 144 X 112 150 TONS 2. HEAT EXCHANGER GEOEXCHANGE SYSTEM NEIGHBORING WATER BODIES 3. MUNICIPAL WATER SUPPLY 4. GRAY WATER STORAGE 5. CHILLER

min

Syracuse University - Design Studio | ‘Pocketport,’ Lightweight Long-Span Airport

smin@gsd.harvard.edu | christinemin.com

CABLE SUSPENDED ROOF SYSTEM W14X10 X 82LB/FT CABLE SUPPORT COLUMN OPERABLE GLASS LOUVRE 3’X4’ SPACE FRAME SUPPORT SLANTED GLASS WINDOWS AT UPPER LEVEL 13‘-5” ROOF OVERHANG REFLECTOR ROOF COVERING AT NORTHERN SOUTH FACING WALL DRAINAGE PIPES AND WATERPROOFING AT COLUMN CONNECTION

W8X8 X 40LB/FT FLOOR COLUMN WIDE-FLANGE I-BEAM OF DEPTH 1’-8”, WIDTH 7“ POURED-CONCRETE IN FLOOR COVERING 3” RADIANT FLOOR HEATING PIPE INSULATION AT 1.7” COMPOSITE METAL AND CONCRETE DECKING AT 10’-0” JOISTS SPANS METAL DECKING DEPTH= OPEN WEB-JOISTS METAL DECKING DEPTH OF 36”

HUNG CEILING PANEL OPEN WEB JOIST FLOOR FRAMING 24KG SPANNING 36’-0” EXHAUST VENT PIPELINES AND VENT EQUIPMENT SUPPLY AIR UPDRAWN FROM PE-CONDITIONED GEO-EXCHANGE HEAT AND COOLER

FOUNDATION FOOTING 2’X4‘ DRAINAGE PIPES AT FOUNDATION WATERPROOFING AT SILLPLATE

7 '- 1 1 1 5 3 2 "

4 '- 0 "

J U NE2 1

DEC 2 1 7 " 6 4 '- 1 1 6

.0 7 8

9 °

" 3 '- 0

2 2 '- 8 5

1 6 "

6 '- 1 0 3 4 "

1 3 '- 4 1 1

1 6 "

" 1 9 3 2 1 '- 7

6 °

" 5 3 '- 0 1 6

ALUMINUM ROOF CLADDING

7 " 3 '- 0 8

3 2 "

" 3 2

5 '- 5 1 1 3 2 "

STEEL BEAM WIDE FLANGE I BEAM_22” BY 7”

3 '- 0 9 3 2 "

3 7 '- 9 5

1 1 '- 8

LIGHT- GAUGE STEEL JOIST

3 1 '- 5 7 8 "

1 '- 2 2 7 3 2 "

7 7 .5

CABLE CONNECTION

RIGID INSULATION 2 2 '- 7 3

3 1 3 2 " 1 7 '- 5

4 "

1 3 '- 1 1 1 3 2 "

2 9 '- 4 3 8 "

3 '- 1 0 1 1 3 2 "

7 4 '- 1 2 5 3 2 "

2 4 '- 1 1 3 1 6 "

4 '- 1 1 1 " 6

CONCRETE 3” RADIANT FLOOR HEATING TUBES

DEPTH OF METAL DECKING 3/8” OPEN-WEB JOIST FLOOR FRAMING 24K9 SPANING 36’ HUNG CEILING PANEL

AISC TYPE 2 CONNECTION SEATED BEAM-TO-COLUMN WEB CONNECTION

AISC TYPE 3 CONNECTION FOR SHORT CANTILEVER WELDED/BOLTED END PLATE BEAM COLUMN CONNECTION

5 1 '- 8 1 3 2 "

COMPOSITE DECKING 3” 10’ JOISTS SPACING

1 5 '- 1 3 4 "

1 9 '- 0 1 1 6 "

INSULATION 2”

OPERABLE GLASS LOUVRE

1 8 '- 1 1 1 5 1 6 "

EXHAUST VENT PIPELINE SUPPLY AIR PRECONDITIONED WITH GEO-EXCHANGE HEATING AND COOLING

WEEP HOLES WATER PROOFING MEMBRANE DRAINAGE MAT SILL PLATE WATER PROOFING SUBSOIL DRAINNAGE SYSTEM CONCRETE FOUNDATION 2’X4’ STRIP FOOTING

CROSS SECTION | SCALE: 1/4” = 1’

modusvivendi Korean DMZ B.Arch Thesis Syracuse University Advisors: Michael Pelken + Randall Korman

min

The thesis project is a prototype demonstration for developing the DMZ with ecological interest. The prototype is an ideal facility for functional and leisurely use of current residents and future users . The purpose for proposing an ecological intervention is not to reiterate the political militarized lines, but to preserve and strengthen the current populations’ existence and habitat. The project promotes an ecological lifestyle and physical setting that is both appropriate for the context of the environment—in the sense of physical site, climate, social culture and economies—and is appealing to a wide audience. Re-zoning the CCZ from a war zone to a habitable greenbelt will redefine land as a viable regional and cultural identity.

Syracuse University B.Arch Thesis | ‘Modus Vivendi,’ Tectonic intervention along the Korean eco-DMZ

smin@gsd.harvard.edu | christinemin.com

steel frame wooden steel beam wooden frame wooden lattice

steel frame

glass panels

steel mullions wooden cover

wooden steel column

min

Syracuse University B.Arch Thesis | â&#x20AC;&#x2DC;Modus Vivendi,â&#x20AC;&#x2122; Tectonic intervention along the Korean eco-DMZ

smin@gsd.harvard.edu | christinemin.com

July 21

December 21

July 21

December 21

min

Syracuse University B.Arch Thesis | â&#x20AC;&#x2DC;Modus Vivendi,â&#x20AC;&#x2122; Tectonic intervention along the Korean eco-DMZ

smin@gsd.harvard.edu | christinemin.com

spa business singles conference market restaurant retail

gallery



5. CONFERENCE OOM 6. SP

min

Syracuse University B.Arch Thesis | ‘Modus Vivendi,’ Tectonic intervention along the Korean eco-DMZ

smin@gsd.harvard.edu | christinemin.com

PLAN 1A CLOSE OSE UP

PLAN 1B CLOSE UP

PLAN 1A CLOSE UP

WHAT IS THE DMZ? WHAT ARE RECENT DEVELOPMENTS ALONG THE DMZ?

DMZ BORDER CCZ BORDER

WHAT ARE RECENT DEVELOPMENTS ALONG THE DMZ? HOW CLOSE CAN ONE GET TO THE DMZ? 01

MODUS VIVENDI: 5 PARTS TO ECO-DMZ VISION

VISION

HOW TO LIVE, WORK, PLAY IN THE CONTEMPORARY DMZ

2 3 4

ECODESTINATION 2 ATTRACT VISITORS

DMZ BORDER

THE DMZ HAS BEEN UNTOUCHED FROM HUMAN INVOLVEMENT FOR 55 YEARS. THE CCZ (TERRITORIES SURROUNDING THE DMZ WITH STRICT ZONING REGULATIONS FOR CIVILIAN USE AND ACCESS) HAS EVOLVED AS A NATURAL ECOLOGY.

PROTOTYPING OF BUILT ENVIRONMENTS

1 CONTEMPORARY DMZ

INVITES VISITORS INTO THE DMZ DEFEND FROM URBAN ENCROACHMENT

DEVELOP THE NEXT STAGE ECO-EVOLUTION OF THE DMZ

3 DEFEND FROM URBAN ENCROACHMENT

CCZ BORDER

60% OF ASIA’S ENDANGERED SPECIES RESIDE IN THE DMZ AND CCZ. FURTHERMORE APPROXIMATELY 400,000 BIRDS ANNUALLY MIGRATE INTO THE DMZ AND CCZ FROM SOUTH-EAST ASIA TO RUSSIA AND ALASKA.

PEACE & LIFE TRAIL

THE DMZ HAS ATTRACTED OUTSIDERS--INTERNATIONAL AND NATIONAL AUDIENCE--TO PARTICIPATE IN ECO-TOURISM. MANY SITES ALONG THE DMZ HAS BECOME AN ECO-DESTINATION THAT INTERACTIVELY ENGAGES VISITORS WITH THE LOCAL CULTURE AND ECONOMY. INVESTORS HAVE BEEN SEEKING TO DEVELOP THIS GROWING TOURIST ECONOMY.

INTERSECTION BETWEEN CCZ AND TRAIL

MAINSTREAM TOURISM AND URBAN ENCROACHMENT CAN LEAD TO DEPRECIATED LOCAL ECONOMY AND CULTURE THAT IS IMPORTANT FOR SUSTAINING THE ECOLOGY OF THE ENVIRONMENT WITHIN THE CCZ.

4 PROTOTYPING BUILT ENVIRONMENTS

205 KM

HOW CLOSE CAN ONE GET TO THE DMZ? WHAT EXISTS IN THE DMZ? PYONGYANG NORTH KOREAN CAPITAL CITY

160 KM

5 KM

JOINT SECURITY AREA

EAST SEA

3 KM

TAESONG SOUTH KOREAN VILLAGE

8 KM

KAESONG NORTH KOREAN NEW INDUSTRIAL CITY

46 KM 50KM

AIPORT INCHEON INTERNATIONAL SOUTH KOREA

SEOUL SOUTH KOREAN CAPITAL CITY

and Hi

Controlled

Line Bike

and

Hike

Pat

and

Bik

and

MINOR INTERSECTIONS DMZ BORDER CIVILIAN CONTROL LINE Bike and Hike P

PEACE & LIFE TRAIL UNIFICATION ROADS

5 NEXT STAGE ECO-EVOLUTION

min

WHAT EXISTS IN THE DMZ?

Syracuse University B.Arch Thesis | ‘Modus Vivendi,’ Tectonic intervention along the Korean eco-DMZ

smin@gsd.harvard.edu | christinemin.com

fiber, force __FORM

The spaces of the final proto-architectural spatial morphology are created by the juxtaposition of modules constructed of aramid and glass fibers laid on flexible carbon fiber tube frames. The banding of the three internal trefoils engage the topography and ramp up to upper levels while carving away a primary bifurcated circulation corridor and several secondary paths into the landscape. Two enclosing pitchers stem from the bifurcation of each of two trefoils and merge at their apexes to shelter the interior Siteless Design Studio - Achim Menges forms and delineate internal and external spaces. The resulting protoarchitecture provides a rich spatial experience through the forces in action. Harvard GSD

min

Harvard University GSD - Achim Menges Design Studio | Fibrous Tectonics, â&#x20AC;&#x2DC;f iber,force_FORM,â&#x20AC;&#x2122;

smin@gsd.harvard.edu | christinemin.com

[a]

[b]

[c]

[d]

[e]

[f]

[g]

[a] axonometric

[b]

[c]

[d]

[e]

[f]

[g]

[a] axonometric

[b]

[c]

[d]

[e]

[f]

[g]

[a] axonometric

[b]

[c]

[d]

[e]

[f]

[g]

[h]

[a] axonometric

[b]

[c]

[d]

[e]

[f]

[g]

[h]

figure 01. Proto-architecture trefoil 16’-0”

figure 02. Proto-architecture trefoil 8’-0”

figure 03. Proto-architecture trefoil 4’-0”

iii_design

scheme_SPATIAL ANALYSIS

iii_design

scheme_SPATIAL ANALYSIS

[ visual thresholds ]

[ height_trefoil ] varying SLOPE of horizontal projection

varying pitcher HEIGHT

maximum_4 layer saddle barrier

[ configuration_ trefoil + trefoil ]

[ height_pitcher ] varying STIFFNESS levels

trefoil_RIGHT - Y

[ surface overlap ] trefoil_RIGHT - Y

rise stiffness

0 low

clearence

high

enclosure

interior

4’-0” height difference

4’-0”

exterior

trefoil_LEFT - Y + rise height is complementary to the displacement of the scaffold deformation. + stiffness is a balance between the flexibility and recipricoal stress of the scaffold. The amount of deformation gives stiffness value of the combined form of fiber and scaffold

min

02 03

varying ENCLOSURE levels

+ height of the pitcher defines the amount of head clearence beneath the pitcher + canteliever height gives varying enclosure levels `

Harvard University GSD - Achim Menges Design Studio | Fibrous Tectonics, ‘f iber,force_FORM,’

10’-0”

trefoil_LEFT - Y

smin@gsd.harvard.edu | christinemin.com

iii_design

scheme_SPATIAL ANALYSIS

iii_design

scheme_SPATIAL ANALYSIS

level of coverage and enclosure

[ structural rigidity ] [ configuration_ pitcher + pitcher ]

[ single ] shelter [ double ] shelter

integrated scaffold + fiber system seamless joint integrated connection

[ configuration_ trefoil + pitcher ]

18’-0” [ single ] _pitcher shelter 12’-0”

[ double ] _pitcher + trefoil shelter

SECTION CUT - A orientation of trefoil pitcher [ up ] coverage [ down ] platform

[ surface joining] continuous enclosure SECTION CUT - B

joining_SCAFFOLD

[ down ] pitcher orientation trefoil coverage [ up ] coverage

[ single ] _trefoil

[ double ] _pitcher + trefoil

guide_SECTION CUT - A guide_SECTION CUT - B

elastic scaffold for saddle surfaces and homeostatic forms

[ down ] platform

[ up ] pitcher orientation trefoil platform

exploded axonometr

pitcher_E

trefoil_ SPAT

min

Harvard University GSD - Achim Menges Design Studio | Fibrous Tectonics, â&#x20AC;&#x2DC;f iber,force_FORM,â&#x20AC;&#x2122;

smin@gsd.harvard.edu | christinemin.com

iii_design

architectural sequence

[ trefoil paths]

[ trefoil enclosure ]

iii_design

architectural sequence

[ origin ]

[ heights ]

[ pitcher tension ]

[ pitcher border ]

[ foundation ]

[ tensed scaffold ]

[ origin ]

[ heights ]

architectural sequence

Tjibaou Adjusted

With the utilization of BIM and parametric design procedure, the project analyze the relationship between form and part to whole of the Tjibaou Cultural Centre by Renzo Piano

MIT - Paramaetric BIM Dennis Sheldon + Gehry Technology

min

MIT - Parametric BIM with Gehry Technology | Tjibaou Adjusted

smin@gsd.harvard.edu | christinemin.com exterior colonnaire deformation a) foundation angle b) steel cable length

nd Building Information Modeling

rm Driven Design

36.27 ° // 2018.4 meter

Christine Min, GSD M.Arch II

48.00° // 2712.7 meter

59.07° // 2714.0 meter

aire Deformation

36.27° 2018.4 meter

48° 2712.7 meter

59.07° 3714 meter

(ii)

(i)

(ii)

(iii)

(i)

(ii)

(iii)

(iv)

(v)

(vi)

(iv)

(v)

(vi)

i) colonnaires ii) horizontal beams iii) perpendicular bracing connections

iv) curvilinear x-bracing v) lateral horizontal bracing vi) connection joints

min

MIT - Parametric BIM with Gehry Technology | Tjibaou Adjusted

smin@gsd.harvard.edu | christinemin.com

radius_5.0

radius_9.0

radius_12.0

height_23.0

height_19.0

height_10.0

height_6.0

radius_2.5

ready, set, EVACUATE Design Studio - Henk Ovnk Harvard GSD Risk + Resilience, Rebuild by Design

The method of finding disparity between the networks of public transit and daily interest are measured by overlaying the metric and graphic information. By drawing comparison between the metric and graphic space of vulnerabilities, the disjuncture between the traffic network’s proximity to destination and physical organization and road network on site can be seen as a cause for failure. By understanding the higher risks involved from transit, this analysis creates a hypothetical scene to quantify who and what geographic regions are at risk when it comes to finding medical safety. People who are traveling beyond the four-mile radius is cross more at-risk road intersections due to the increased number or others with the same destination point.

Hospital / Clinic / Rehabilitation / Medical Center 1 206 Total

30 Mile Radius 60 Mile Radius 120 Mile Radius 250 Mile Radius 500 Mile Radius 1 000 Mile Radius 2 000 Mile Radius 4 000 Mile Radius

8 000 Mile Radius

278 Risk Points 630 Risk Points 1 174 Risk Points 2 548 Risk Points

| | | |

0.07% 0.16% 0.30% 0.66%

7 343 Risk Points | 1.89% 20 184 Risk Points | 5.20% 47 968 Risk Points | 12.37% 105 497 Risk Points | 27.20%

202 163 Risk Points | 52.13%

ROADS - SPECIAL

min

Harvard University GSD - Henk Ovnk Design Studio | Rebuild by Design, ‘ready,set,EVACUATE’

smin@gsd.harvard.edu | christinemin.com

Metric Space __ factor [ Health Support ]

Projected Evactuation Roads

Graphic Space___ factor [ Evacuation Roads ]

! !

Metric Space __ factor [ Health Support ]

! !

! ! !

! !

! !!!

! ! !

!!!! !

! ! !

! !!!

! !

! ! ! !!

!!! !!!! !! !

! !! !!

! !

!! ! !

! !!!

! !

Graphic Space___ factor [ Evacuation Roads ]

! !!!!!!! ! ! ! ! ! ! !!! ! !!!!! ! !!! ! ! !!! !!! ! !!! !! !! !!!!!!!

! !! !

! !! !!

! ! ! ! !!!! ! !! ! ! ! !!! !! ! ! !!!! !!! ! ! !!!! ! !! !! ! ! ! ! !! ! !!!! !!!!!! !!!! ! !!! ! !!!! !! !!!! ! !!!! !! !!!!! ! !! !!! !!! !!!! !!!! !! ! !! ! ! !! !! ! !!! ! ! !! !! !!! !!!! !!!! !!! !!!! !!!!! ! !! !!! ! !! ! ! ! ! ! !! ! ! !! !! ! !!! !! ! ! ! ! !! ! ! ! ! ! !!!! ! !! !!! !! !!! ! !! !! !!! !!!! !!! ! ! !!! ! ! !!! !! ! ! ! !! ! ! ! ! !!!!!!! ! !! ! !!! ! ! ! !! !!!!! !! ! !!!! !! ! !!!!!! !! !! ! !!!!!!!!!!!!!!!!! ! ! !! !!! !!! ! ! !!! ! ! !! ! ! !!! ! !! !! ! ! !!! ! !! ! !!!!!!! !!!! !! ! !!!! !! !!!!! ! !!! !! ! ! !! !! ! !! ! ! ! !!! ! !!!! !!!! ! !! ! !!!! !! ! ! ! !!! ! ! !! ! !!!!!!!!! !!!!! ! !!! !!!! !! ! ! !! ! !!! ! !!! !!!!!!! ! !!! ! ! ! !! !! ! ! !!!!!! ! !!! ! ! !! ! !! ! !!! !! ! !!!! ! !!!! ! !! !! ! !!!!!! ! ! !!!! !! ! ! ! ! !!! !!! !!! !! !!!! !!!!! !!! !! ! ! ! !!!!! ! ! ! ! !!!! ! !!!! ! !!! !! ! !!!!!!!! !!!!! ! !!!!! ! ! !!!! ! !!!! !! !!!!!!! ! ! !!! !! !!! !!! !! ! ! !!!!!!!!! !! ! ! !!! !! ! !! ! !!!!!! !! !!! ! !!!! !!!!! !! ! !! !! ! 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!! ! ! ! !!!!! !! !! ! !!! ! !! !! ! ! ! !! !!!!! !!!!!!! !!!!!!!!! ! ! !!!! !!!!!!!!!! ! ! !!!! ! ! !!!!! !! ! ! !!! !!!! !! ! ! ! ! !!!!!! !! ! ! !!!!!! ! ! !!! ! !!!!!! ! !!!!! !!! ! ! !!!!!! ! ! ! ! !! ! ! !! !!!!! !!!!! !!!! !!!!!!!!!! !! ! !! ! ! !!!!!!! ! ! ! !! ! ! ! ! !! !! ! !!!!!! !! !!!! ! ! ! !!!!!! ! ! !!! ! !!!!! !!!!!!!!!! ! !! ! !! ! !!!! !!!! !! !! !!!!! ! ! ! ! !! ! !!! !!!!!! !!! !! ! !!! ! !!! ! ! ! !!!!!!! !!! !!!!! ! ! !!! !! ! !!!! !!! !!! !! !! ! !!!!! !! !!! !! !!!! ! ! !!! ! !!!! !!!!!!! !! !! !!!! !! ! ! ! !! !!!!!!!!!! ! ! !!! ! !!!! !!! !! !!! ! ! !!!! ! ! !! ! !!!! !! !!!! !! !!!!!!!! ! !! ! ! !!!!! !!!!!!! !! ! !! !! !!!! !!!! !!!! ! ! !!!! ! ! !!!!! ! ! ! !!!! ! !!!!!!! !! !!!!!!!! ! ! !!!! !! !!! ! !!!! !! ! !!! !!!!!! !! !!! ! !!!!!! !! ! ! ! ! ! ! !!! ! !!! !! !!!! !! ! !! !!!!!! ! !!!!! ! ! !! !!!!! !!!! ! !! !!!!!!!!! !!!! ! !! !! ! ! !! ! !!!! !!!!!! !!!!!!!!!!!!!!! ! !! ! ! !! !! ! !!!! ! !!!! !!! !!! ! !!!! !!!! ! ! !!! ! !! !! !!!! ! !!! ! ! !! 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RAILWAYS + BUS ROUTES - DAILY

You’re Welcome London, UK Design Studio - Peter Cook Harvard GSD

min

You’re Welcome for what? this recipricoal expression stated before a “thank you” mentions expectations for future favors in return. An architecture club, unlike AIA or RIBA should be a place where architects can fulfill their cravings for unprecedented experiences. Such that the actions that will take place in this environment will appear to lift and deflect gravity. Visitors will enter beneath a glass bottom pool, pass through a skydiving simulation hall, and meander through napping quarters.

Harvard University GSD - Peter Cook Design Studio | Architecture Club, ‘ You’re Welcome’

smin@gsd.harvard.edu | christinemin.com

min

Harvard University GSD - Peter Cook Design Studio | Architecture Club, ‘ You’re Welcome’

smin@gsd.harvard.edu | christinemin.com

min

Harvard University GSD - Peter Cook Design Studio | Architecture Club, ‘ You’re Welcome’

youâ&#x20AC;&#x2122;re welcome

vertiorama perspective | view from alley

optical amusement center to exercise depth and scale welcome to those who have thanked the profession

smin@gsd.harvard.edu | christinemin.com