Kalliopi Papangelopoulou Architect(MSc) | Building Technologist(MSc)
Portfolio:
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Kalliopi Papangelopoulou
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Contact info:
Date of birth: 12 April 1990 Nationality: Greek Vrouwjuttenland 6, Delft, Netherlands 0031(0)647289317 kalliopi.papangelopoulou@gmail.com
This is an abbreviated version of the portfolio. For more information about a project or my CV, please contact me through email.
“Show me how your construction works and I can tell you who you are� Aris Konstantinidis Through my diploma studies in Architecture Engineering in Greece I got familiar and worked on all majors of Architecture, from Urbanism to Furniture Design. Hence, I was educated to perceive the entire spectrum of Architecture and be conscious of the impact of one scale to the next and the one before and the general impact of Architecture on the build and natural environment. After my first diploma I decided to continue with a second master and deep into the Building technology, where I obtained more technical knowledge of the structural behaviour of structures, material science and manufacturing techniques. Furthermore, I obtained a more up-to-date education on Building technology and Sustainable design. My professional aspiration is to influence every day life with Sustainable Architecture that would respect the human needs and at the same time will offer a better social and climatic future. I strongly believe that modern technology should be used in order to upgrade the old sustainable building behaviours in order to satisfy modern needs and fight the climate change.
Trained in
Multidisciplinary teams Architectural design Structural design Urban Design Landscape design Computational design Structural simulations Detailing Sketching Physical modelling 3D printing Fabric Moulding Wood craft tools handling
conceptual sketch of proposal with water squares in urban intervention
Selected Projects MSc Building Technology • Modular series of FRP pedestrian bridges (Graduation Project)..................................................8 • Glass design.........................................................20 • High-rise design.....................................................34 Diploma on Architecture Engineering • Traditional pottery workshop with guest-rooms (Graduation project)................................................42 • Public building design.............................................52 • Complex residential buildings design.........................60
MSc Building Technology
Modular series of FRP pedestrian bridges
Studio: Graduation Project Year: 2017 Group: Kalliopi Papangelopoulou Project: Modular series of FRP pedestrian bridges. The example of Tanthof Delft Research topics: FRP, Modularity, Optimization, Moulding Technology, Pedestrian bridges Bridge is one of the most important infrastructure of the Netherlands, due to the extremely dominant element of water. On the one hand, municipalities order a series of footbridges in order to cover the need for pedestrian bridges. Many times bridges are replacing existing ones that might be out fashioned or their material have aged and are structurally insufficient.
This project tries to merge both the structural and architectural benefits of Fibre Reinforced Polymer in order to produce a series of pedestrian bridges that would cover the municipality need for pedestrian bridges. Via parametric design the optimum structural shape is being investigated by a series of simulation on different geometrical parameters.
Finally, important aspect of this project is the design On the other hand, Fibre Reinforced Polymer is a of the modular mould of this series that would material that show no ageing and thus does not loose manufacture the proposal. Through the modularity of its structural capacity through time. Furthermore, there the series is achieved to reuse pieces, in order to is again interest in Fibre Reinforced Polymer from cover the need of bridges of different lengths and Architects and Engineers, but for deterrent reasons. widths and the manufacturing process is optimised. Architects appreciate the free form shaping that can be achieved with this material and Engineers its strength and durability.
OPOSED CROSS-SECTION
STRUCTURAL DESIGN FRP railing integrated light FRP water gutter
non-slippery flooring
1.50m
1.00m
1.00m
Sandwich FRP Deck non-slipery flooring
detail connecting railing and light on the FRP structure
CROSS-SECTION DEVELOPMENT VIA PARAMETRIC OPTIMIZATION
3.50m
FRP modular railing
Sandwich FRP shell structure Rain water gutter
LED Lighting
NGTH: 6/12/18
DTH: 3.00m ?
ARANCE GAUGE: 2.50m
Sandwich FRP Deck
ERAL HEIGHT: +1.50m
Sandwich FRP shell structure
non-slipery flooring
FRP modular railing
Rain water gutter LED Lighting
GEOMETRICAL VARIABLES OF OPTIMIZATION parameters
χ χ
φ χ
plan curve
side curve
rotation angle
flange height
STRUCTURAL SIMULATION
MATERIAL PROPERTIES 1000mm
0° +45°
E1
E2
8mm 90mm
E2
+90°
8mm
-45°
E' 106mm
-45° 1000mm
+90°
composite cross-section
+45° 0°
fibres arrangement
structural performance (FEM)
DETAILING Tapered FRP Composite railing hand-railing 70x40x30mm 40
Bridge section: 32°
15
32° 30
32°
30
32°
50
32°
25
FRP Composite Bridge Deck 466mm with integrated rain water gutter
1000
Tapered FRP Composite railing 70 railing element 60x25x30mm
32°
50
FRP Composite parapet height 500mm with integrated LED light (+450mm from walking level)
32°FRP Composite railing Tapered railing element 50x15x30mm
30
32° 70
15
FRP Composite modular railing 1040x2000mm (+1000mm from walking level)
D1
40
32° 30
32°
Tapered FRP Composite railing lower railing element 60x25x30mm
25 30
30 60
60
32°
32°
FRP Composite Bridge structure 106mm FRP Composite angle foundation connection 30mm with additional web support 32°
D2
25
30
32° 60
25
32°
400 380
30
60
32°
Detail 1 (all dimensions in mm)
500 Tapered FRP Composite railing hand-railing 70x40x30mm
50
Tapered FRP Composite railing railing element 50x15x30mm
FRP Composite ply 8mm Epoxy resin, E-glass fibres, UD lay-up
106 15°
FRP Composite core 90mm PVC cross-linked foam, rigid, DH 0.030
Tapered FRP Composite railing railing element 60x25x30mm
70 R40
D3
Exterior LED light, white colour, 80lm/W 8.5x17.2x1900mm
8
15°
90
2000
11
8
11
60°
22
Tapered FRP Composite railing lower railing element 60x25x30mm
23
22 16
16
Optional embedded wooden mould element in order to create the LED light cavity 22x11/16x1900mm
8
VIDEO Detail 2 (all dimensions in mm)
Final cross-section with railing
15°
FRP Composite ply 8mm Epoxy resin, E-glass fibres, UD lay-up
Embedded wooden mould element in order to create the gutter cavity, 33/50x20
8
FRP Composite core 90mm PVC cross-linked foam, rigid, DH 0.030 FRP Composite water rain gutter 20x33mm
90
50
8
FRP Composite deck ply 5mm Epoxy resin, E-glass fibres, UD lay-up
13
30°
FRP Composite deck core 20-500mm PVC cross-linked foam, rigid, DH 0.015
25
35
Non-slippery flooring 3mm gravel stones, epoxy resin
20
0.5°
3
4 30°
12°
36
33
Bridge section:
8
FRP Composite modular railing 1040x2000mm (+1000mm from walking level) FRP Composite parapet height 500mm with integrated LED light (+450mm from walking level)
90
FRP Composite Bridge Deck 466mm with integrated rain water gutter
D1 1000
FRP Composite Bridge structure 106mm FRP Composite angle foundation connection
8
Detail 3 (all dimensions in mm)
Mould seam
3
4
Foundation system
70 260
180
280
360
200
70 240
300 640
320
1000
Ground section: Concrete pavers with sand filled joints 60x200x75mm Bedding sand nominal 200mm Compacted soil sub-grade min.300mm Steel “kick-pate” -protection from uneven ground settlement- 25x2000x800 Reinforced concrete foundation 1500x1500mm
360
380
D4
380 82°
8°
60 466 200
220 145
D5 475
2000
145
574
106
326 82° 280
D6
300
1500
125
300
1500
VIDEO
M10 bolt welded on perforated steel plate 25mm FRP Composite angle foundation connection 30mm FRP Composite ply with embedded steel plate 11mm Epoxy resin, E-glass fibres, UD lay-up Perforated stainless steel plate 3mm
20 10
FRP Composite deck core 90mm PVC cross-linked foam, rigid, DH 0.015, 20-500mm
11
FRP Composite deck shear web 2mm Epoxy resin, E-glass fibres, UD lay-up
1
100
1
100
145
FRP Composite ply 8mm Epoxy resin, E-glass fibres, UD lay-up M10 bolt welded on perforated steel plate 25mm FRP Composite shear web 2mm Epoxy resin, E-glass fibres, UD lay-up
8
FRP Composite ply 8mm Epoxy resin, E-glass fibres, UD lay-up
67°
FRP Composite core 90mm PVC cross-linked foam, rigid, DH 0.030 M10 bolt ending 25mm L Anchor for uplifting forces 30
20 10 90
77 82° R50
R0.10
30 20
8
10 10 280 300
Stainless steel base plate 10mm Reinforced concrete foundation 1500x1500mm 425
Detail 6 (all dimensions in mm)
MODULAR MOULD edge module x
x
x
x
x x
x
x
x
LE
x
parapet module
width module
central module
width module
NG
TH
DI
V
I IS
ON centre module
parapet module
W ID TH D
1
IV IS IO
width 2 module
width 2 module
width 3 module
N
width 3 module
edge module
2
edge module
m
width 5m module width 3.5m module
m odule d l u o
male interlocking connection
centre module
female interlocking connection
champhed corners / designed seams
width 3.5m module
edge module
y
x
rubber seal strips
width 5m module
MANUFACTURING
3 railing connetions
protective coating
PVC foam core + glass fibres
4
protective coating
female mould
5
6 main structure manufacturing
railing manufacturing
CONCEPTUAL PROCESS
GL SS DESIG Studio: Structural Glass - Elective Course Year: 2016 Group: Kalliopi Papangelopoulou Project: Redesign the Model hall in Faculty of Architecture of TU Delft Research topics: Structural glass calculations, Detailing, Risk scenarios, Assembly sequence
Glass is an strong but brittle material that can be used as structural material. Due to its transparency only the outline and the connections of the material can be seen. Thus the new design of the Model Hall is based on the integration of the outline of the proposal to the surroundings and it is inspired from the triangular roofs of the main Faculty of Architecture.
SECTION
Furthermore, the connections are an important aspect of the design. The proposed connections are based on the principle of easy replacement of members, which respect the structural, manufacturing and transportation limitation of the glass panels. In the same philosophy of safety also a risk analysis determined possible extra measures for the design of the proposal.
DIMENSIONS OF STRUCTURAL ELEMENTS
BEAM (IDIANA) (3*10/500)
COLUMN
PLATE(HAND CALCULATED)
SANDWICH ROOF PLATE (2*10+2*6)/100
CROSS-SECTION COLUMN 3*10/350
FACADE PLATE 3*10/3000 FINS 3*10/800
Grid of 3*3m
Span of 16.50 m
facade module 3*6m
TYPE OF GLASS PER STRUCTURAL ELEMENT TYPE OF GLASS PER STRUCTURAL ELEMENT STRUCTURAL ELEMENT
STRUCTURAL TYPE OF GLASS ELEMENT TYPE OF GLASS
FAILURE MEASURES
FAILURE MEASURES ACCORDING TO SAFETY PHILOSOPHY ACCORDING TO SAFETY PHILOSOPHY
LAMINATED
ROOF_ PLATE
LAMINATED FULLY-TEMPERED GLASS FULLY-TEMPERED GLASS 80MPA ROOF_ 80MPA PLATE
glass shower in case of failure->
minor injuries glass shower in case of failure-> minor injuries
BEAM
1*4mm FT sacrificial glass layer 2*10mm FT laminated glass 1*4mm FT sacrificial glass layer 0.75X0.75m 2*6mm FT laminated glass(safety reasons) grid 2*10mm FT laminated glass 2*6mm FT laminated glass(safety reasons)
LAMINATED HEAT-STRENGHTHENED LAMINATED 40MPA HEAT-STRENGHTHENED BEAM keeps some of the capacity-> enough 40MPA time to evacuate the building and keeps some of the capacity-> enough treat the failure
3*10 mm HT laminated glass
3*10 mm HT laminated glass
time to evacuate the building and keeps some of the capacity-> enough treat the failure
time to evacuate the building and treat the failure
LAMINATED FULLY TEMPERED FACADE 80MPA LAMINATED
FACADE
glass shower in case of failure-> FULLY TEMPERED minor injuries 80MPA
glass shower in case of failure-> minor injuries
failure patern
3*10 mm HT laminated glass (full capacity)
3*10 mm HT laminated glass (some capacity) 3*10 mm HT laminated glass (full capacity)
failure patern
LAMINATED HEAT-STRENGHTHENED LAMINATED 40MPA COLUMN
HEAT-STRENGHTHENED keeps some of the capacity-> enough 40MPA
1.5*1.5m grid
1.5*1.5m grid
failure patern 3*10 mm HT laminated glass (some capacit
time to evacuate the building and treat the failure
COLUMN
0.75X0.75m grid
failure patern connection for safe failure
3*10 mm HT laminated glass
3*10 mm HT laminated glass
3*10 mm FT laminated glass
3*10 mm FT laminated glass
connection for safe failure
non-design measurments instead for sacrifirial laye
non-design measurments instead for sacrifirial layer
COLUMN
510 KN
LOADCASE: WEIGHT-SNOW-MAINTENANCE
0.3l
14M
BUCKLING CHECK: FCRITICAL= 3540KN
COLUMN
P1
P2
P3
P4
P5
P6
P7
P8
P9
N=0.7
6M
L
3M
DIMENSIONS: L=MAX14M W=0.70M T=10.10.10.2
X<=6
W
TYPE OF GLASS: LAMINATED HEAT-STRENGHTHENED 40MPA
3.20m 6m
SECTION
PLAN
BEAM
LOAD AREA LOADCASE: WEIGHT-SNOW-MAINTENANCE _WORST CASE SCENARIO
P1
P2
P3
P4
P5
P6
P7
P8
P9
PEAK STRESS: 37 N/MM2 (40 MPA) MAX. DEFLECTION: 1.16MM (8MM) 23.51 N/MM
16,50M
BEAM
W
L
DIMENSIONS: L=3M W=0.50M T=10.10.10.2
TYPE OF GLASS: LAMINATED HEAT-STRENGHTHENED 40MPA
L
3.20m 6m
PLAN
SECTION
ROOF PLATE
LOADCASE: WEIGHT-SNOW-MAINTENANCE PEAK STRESS: 78 KN/M2 (80MPA) MAX. DEFLECTION: 0.73M (3MM) 2.85 KN/M^2
2.85 KN/M^2
3M
W
3.20m 6m
DIMENSIONS: L=3M W=0.10M T=4.10.10.6.6.3
L L
ROOF PLATE
_ALL THE LOAD CAN BE SUPPORTED BY THE FIRST TWO LAYERS OF GLASS
TYPE OF GLASS: LAMINATED FULLY TEMPERED 80MPA
FACADE
LOADCASE: WEIGHT-SNOW-MAINTENANCE PEAK STRESS: 52 N/MM2 (80MPA)
6M
MAX. DEFORMATION: 0,11M (2MM)
1.50 KN/M^2
3M
FACADE
3M
W
6.00
L
6.00 3.00
TYPE OF GLASS: LAMINATED FULLY TEMPERED 80MPA DIMENSIONS: L=6M W=3M T=10.10.10.2
3.20m 6m
FIN PART FACADE PART
PLAN
H GH RISE
Studio: MEGA Design Studio Year: 2016 Multidisciplinary team: Gerardo Duarte (Architect), Faik Balkuv (Facade Engineer), Kalliopi Papangelopoulou (Structural Engineer), Anna Eskes (Structural Engineer) Jinxuan He (Computational Designer), Lianne Zoutendijk (Climate Designer), Bram Hekker (Manager) Project: Design of multifunctional high-rise of housing, offices and parliament in the Hague Research topics: High rise Structural designs, Integration of Structures with Facade, Climate and Architectural demands, Computer simulations of Structure
The high-rise is located between the central station of the Hague and Haagse Bos park. Thus the structure had to allow the passage of public, but at the same time protect the governmental offices from the attempt of a bomb attack. Also, the high rise included areas of great height and need of open space, an other challenge for the structural design that led to combine two structures in one. The interaction between the Facade Engineer and the Climate Engineer offered a more holistic view of the multidimensional challenges that had to be solved in order to design a functional high-rise.
on a second volume that shares columns of the main volume and is using the safety exit stairs as extra stabilisation. The column less spaces that the parliament rooms and the passage below that volume demands is achieved by metal truss beams.
During this project different structural systems for high-rise building were investigated in order to choose the more appropriate solution for all the different disciplines of the project. The chosen structural design for the project is simulated in order to decide the use of optimum steel crosssection via parametric design and structural simulations. Finally an steel outrigger system with concrete core Furthermore, the details of the proposed structural design stabilisation is used for the main volume, where the lobbies take into account fire and explosion safety, as well as are located on the truss area, where the height is greater redundancy planning. Lastly, transportation and assembly than the ordinary floors. The governmental area is located sequence is planned.
STRUCTURAL SIMULATIONS
.
POST CHORD WEB
HD 400X2
2 TABLE OF CROSS SECTIONSHD FOR400X6 THE G
KN/m2
260X1 CROSSHD SECTION NO SAFETY FACTOR
POST
2
HD 400X287
CHORD
2
HD 400X634
WEB
2
HD 260X172
TOP OUTRIGGER
Figure 15- Digital simulation model in Karamba
2
WIND2 PRESSURE
Figure 18- Calculation of steel area per outrigger from the gen
Figure 18- Calculation of steel area per outrigger from the general si
30
26
287
HD 400X421
HD 400X990
634 HD 400X990 GENERAL OUTRIGGER DESIGN
HD 400X990
172 CROSS SECTION HD 260X299
HD 260X299
WITH SAFETY FACTOR (2)
CROSS SECTION DUE TO CONNECTIVITY
HD 400X421
HD 400X990
HD 400X990
HD 400X990
HD 260X299
HD 260X299
neral simplified model
30
implified model
Diploma Architecture Engineering
guestrooms
teaching class
shop
exposition
traditional oven
workshop
clay production
reception cafeteria
Traditi
nal p ttery workshop with guest r ms a sustainable touristy proposal
Studio: Graduation Project Year: 2015 Group: Kalliopi Papangelopoulou Project: Traditional pottery workshop with guest rooms in Kythnos island Research topics: Sustainable design, Energy efficiency design, Landscape design Kythnos is one of the Greek Cycladic islands only 2h away from Athens. Typically the local people of such islands base their income on massive tourism, so during winter the majority of the youth stays in Athens and work as construction workers. The decades though more an more of the local citizens follow higher education and prefer to return to the island. Due to the crisis in Greece many of them occupy themselves on traditional arts, like pottery. Furthermore, the tourist levels of the island rise and expand the whole year.
proposed, where the tourism would focus on the traditional production of the island and its Cycladic landscape. The workshop is available all year long, for seminars, educational school and university visits and just visitors. For that reason also guest-rooms are included as well as restaurant, cafeteria and pottery shop.
Since this proposal though want to be an example of the future the sustainability and energy efficiency aspects are used as design tools. Namely, a wind generator is placed on Kythos has preserved its traditional island scenery, despite the entrance of the complex as landmark of the workshop the massive tourism, but in the near future it could be set in and the sustainable future. Also, photovoltaic panels are danger. For that reason a sustainable touristy alternative is placed on the roofs in combination with green roofs. shop- exposition
guestrooms
reception-cafeteria
_pottery workshop 240m^2 +50 % outdoor space pottery teaching class 88m^2 +35 % outdoor space teaching area
_reception 40m^2 guestrooms 4*40m^2 +40 % outdoor space cafeteria and restaurant 120m^2 + 100 % outdoor space multypurpose room (library- auditorium) 100m^2 shop 140m^2 outdoor exposition 250m^2
traditional oven clay production
workshop
_Secondary facilities (wearhouse and facilities) 140m^2.
MATERIALITY
-concrete structure -roofs: green roof, photovoltaic panels, pergola -walls: local stone -outdoor flooring: soil, industrial mosaic floor resembles earth
existing building
FUNCTIONS
existing building
reconstructed traditional oven terrace teaching class
pottery workshop shop exposition outdoor exposition
terrace
clay manufacturin
e
reception wind turbine cafeteria restaurant
ng
guest houses το δρόµο
N
έρευνα συνδέσεων και χωροθέτησης
SUSTAINABILITY ASPECTS underground building thermal comfort green roof underground building
natural lighting and ventilation
thermal comfort
sun overheating protection
green roof
natural lighting and ventilatio January February March
shower
rain water concentration
sun overheating protection
drinking water
grey water for clay production
April water boiling
May June
solar water boilers
July solar panels
August
time period of pottery workshop and guestrooms operation
September October electicity supply
November December
wind turbine
on
RESEARCH OF SECTIONAL RELATION
Studio: Complex Building Design Studio Year: 2013 Group: Kalliopi Papangelopoulou, Aggeliki Parasxou Project: Design of a social centre with a public library and extra educational spaces Research topics: Concrete structure, Detailing, Multifunctional Design
The proposal is based on the separation of the functions into library and educational spaces and takes use of the steep slope of the mountain. The library building is the highest building of the area. It has an irregular aerodynamic
shape of no 90 degrees angles and a curtain steel glass facade. Furthermore is supported on concrete columns and looks as if it is floating above the neighbourhood. Due to that the library is turning into a landmark for the area and benchmark in a realistic and social level. Moreover, the educational spaces provide supports on the columns of the library above, they are build semi underground inside the earth and are constructed out of exposed concrete with small openings in order to resemble the rocky mountain. Finally, connecting element of all buildings and also of the building with the mountain its self consists the external concrete stairs that allows from the visitors to cross the entire plot and climb up the mountain.
DETAILING
DETAILING
Studio: Urban Intervention Design Studio Year: 2014 Group: Kalliopi Papangelopoulou, Savina Iwakeimidou Project: Design of massive housing in existing neighbourhoods Research topics: Integration of intervention, massive housing typology The project is located in one of the old neighbourhoods of Athens and represents a typical urban Athenian problem. The arbitrary placement of different functions. In this area the neighbourhood is surrounded by a park, an housing neighbourhood of low rise buildings and a noisy area of industrial uses. Important aspect of the proposal was the smooth integration of with the surrounding positive areas like the park and the housing area and the smooth boundary with the noisy area. In order for that to be achieved towards the industrial area an artificial hill is created, in order to protect the new housing area and set a limit between the houses and the industry. Furthermore, uses of general interest like cinema and library are also placed there in order to cover general needs of the area.
Moreover, in order for the intervention to be viable and accepted by the people of the area, the oldest house of the intervention, which also has relation to the history of the area is preserved and turned into a museum of local history. Finally, concerning the new housing design it is attempted not only to design modern houses, but propose a more sustainable way of life. This type of life is known to the elders of the neighbourhood, but not to the new generations. Blocks of flats are created for different groups (couples, roommate, families). The internal space of the new squares is accessible to everyone and semi- public since the privacy of the inhabitants is preserved at the same time.
1
3 2
folk museum of Akadimia Platwnos the proposed new housing area
-housing and shared offices volums -internal open yards with tree gardens ans an ampthitheatrical square
1. commercial stores 2. public library/cinema/theater 3. artificial hill
the artificial hill
the route to the folk museum
1st floor
2nd floor
Delft 2017