MIN

afoam, co-founder
Rafael Viñoly Architects, New York, NY
Harvard University GSD, M.Arch II
Syracuse University, B.Arch
professional + academic
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
Harvard University GSD
fiber,force_FORM
ready,set,EVACUATE
You’re Welcome
works
2

smin@gsd.harvard.edu | christinemin.com +
min Rafael Viñoly Architects | Abha Airport, Construction Document
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.
Abha Airport
Regional Airport
Abha, Saudi Arabi
SR 1.8 Billion
86,000 sqm
3

min Rafael Viñoly Architects | Abha Airport, Construction Document 4

min
X=0.0
X=560.1159
X=472.9801X=137.2519
X=208.4931
X=721.568
X=401.4501
X=878.2001
X=605.7187
X=329.1973
Y=0.0
Y=491.4791
Y=423.0618
Y=215.3918
Y=442.2143
Y=108.6745
Y=847.728
Y=72.2323
Y=23.5099
Y=567.0771
P01
P02
P03
P04
CURVE01
CURVE
02
CURVE 03
CURVE 04
D
C
B
E
F
G
1 2 3 4 5 6 7 8 9 10
ABHA REGIONAL AIRPORT
H
DRAWING NUMBER:
DRAWING TITLE:
SCALE:
KEY PLAN
IF THIS DRAWING IS A REDUCED PRINT,
REFER TO GRAPHIC SCALE
P.O. BOX 122842
JEDDAH, 21332, SAUDI ARABIA
J.V. ARCHITECT:
DESIGN ARCHITECT:
OWNER:
50 VANDAM STREET
NEW YORK, NY, 10013, UNITED STATES
P.O. BOX 887
JEDDAH, 21421, SAUDI ARABIA
VIA STATUTO 11
MILANO, 20121, ITALY
AIRPORT PLANNING + AIRSIDE ENGINEERING
72 MOSADEK STREET
DOKKI, GIZA, 12311, EGYPT
CIVIL - STRUCTURE - MEP - FIRE PROTECTION -
ACOUSTICS - VERTICAL TANSPORT -
AUDIO VISUAL - TELE DATA - SECURITY
39 WEST 13TH STREET
NEW YORK, NY 10011, USA
LIGHTHING
ISSUE
NO.
ISSUE
DATE
ISSUE
NO.
ISSUE
DATE
_
J
K
11 12 13 14 15
A
N
P.O. BOX 15292
RIYADH, 11444, SAUDI ARABIA
SURVEYING + GEOTECHNICAL
BUILDING:
PROGRESS DRAWING:
1:1500
I
L
21A.OBOUR BUILDINGS SALAH SALEM ST.
CAIRO, EGYPT
LANDSCAPE
744 BROAD STREET
NEWARK, NJ 07102, USA
ROOF STRUCTURE
1.0
3
7
1.0
3
7
6
5
5
8
Rafael Viñoly Architects | Abha Airport, Construction Document
X=0.0
Y=0.0
ARC01ARC02
ARC03
ARC
04
ARC
05
ARC 06
ARC 07
ARC 08
ARC 09
ARC 10 ARC 11 ARC 12
ARC 13
P01
P02
P03P04
P05
P06
Y=435.731598
X=122.842735
P07
P09
P11
P13
P10
P12
X=0.0
Y=0.0
X=0.0
Y=0.0
ARC01ARC02
ARC
03
ARC
04
AR
C
05
ARC
06
ARC
07
ARC 08
ARC 09
ARC 10 ARC 11 ARC 12
ARC 13
P01
P02
P03P04
P05
P06
P07
P08
P09
P10
P11
P12
P13
Y=435.731598
X=122.842735
XX
Level 0
Level 1
Level 2
RoofARC ORIGIN POINT X Y ANGLE (°) Q - POINT Q - POINT RADIUS (M) Q WORKPOINT X Y
1
550.3995
57
369.8758
43
10.52030
7 1 2 432.598909 1
122.8427
35
435.7315
98
2
541.5901
13
369.6045
41
10.73711
1 2 3 423.785289 2
118.0056
48
356.5595
4
3
508.0886
07
362.1767
77
11.68540
4 3 4 389.47024 3
127.8519
47
277.8728
6
4
415.6366
43
320.6534
41
15.79206
8 4 5 288.121569 4
152.8072
97 202.6078
5
404.7208
2
311.5009
41
16.61812
6 5 6 273.876449 5
194.8533
85
135.5351
23
6
439.3532
38
364.0171
21 13.51048 6 7 336.783949 6
253.9438
28
82.86453
1
7
579.7548
17
752.0235
17 6.072609 7 8 749.411586 7
324.7583
97
47.32886
6
8
668.0501
93
1110.950
521 4.066436 8 9 1119.039328 8
400.7380
12
24.30742
6
9
631.1140
98
896.0805
76 5.050788 9 10 901.017841 9
478.4682
26 8.087114
10
717.5171
82
1946.344
753 2.327858 10 11 1954.830128 10
557.2387
78 -1.903604
11
678.1005
08
996.0433
86 4.534005 11 12 1003.711648 11
636.5042
44 -6.805966
12
636.1938
91
2107.717
805 2.150375 12 13 2116.175661 12
715.9104
13 -6.955858
13
745.6258
75
655.4458
06 6.897582 13 14 659.786523 13
795.2017
38 -2.475535
14
873.8559
58 8.240041
D
C
B
E
F
G
1 2 3 4 5 6 7 8 9 10
ABHA REGION
H
DRAWING NUMBER:
DRAWING TITLE:
SCALE:
KEY PLAN
IF THIS DRAWING IS A REDU
REFER TO GRAPHIC SCALE
P.O. BOX 122842
JEDDAH, 21332, SAUDI ARAB
J.V. ARCHITECT:
DESIGN ARCHITECT:
OWNER:
50 VANDAM STREET
NEW YORK, NY, 10013, UNIT
P.O. BOX 887
JEDDAH, 21421, SAUDI ARAB
VIA STATUTO 11
MILANO, 20121, ITALY
AIRPORT PLANNING + AIRSI
72 MOSADEK STREET
DOKKI, GIZA, 12311, EGYPT
CIVIL - STRUCTURE - MEP -
ACOUSTICS - VERTICAL TAN
AUDIO VISUAL - TELE DATA
39 WEST 13TH STREET
NEW YORK, NY 10011, USA
LIGHTHING
ISSUE
NO.
ISSUE
DATE
_
J
K
11 12 13 14 15
A
P.O. BOX 15292
RIYADH, 11444, SAUDI ARAB
SURVEYING + GEOTECHNIC
BUILDING:
PROGRESS DRAWING:
1:1500
I
L
21A.OBOUR BUILDINGS SAL
CAIRO, EGYPT
LANDSCAPE
744 BROAD STREET
NEWARK, NJ 07102, USA
ROOF STRUCTURE
5

min Rafael Viñoly Architects | Novartis - Pizzeria, Schematic, Construction Document, Administration
Novartis Oncology Consolidation Center Building Three is a 310,000 sf new oﬃce
building for a master plan development of Novartis’ 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.
novartis
building 3
italian pizzeria + oﬃce
east hanover, new jersey
287,000 sqft
6

min Rafael Viñoly Architects | Novartis - Pizzeria, Schematic, Construction Document, Administration
Rendering
Construction
7

min
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.
SSI
Tower
Competition
Jakarta, Indonesia
23,598 sqm
Rafael Viñoly Architects | SSI Tower Competition Entry 8

min
LV ROOF
EL 130.5M
BASEMENT
-2
-6.70
EXISTINGSITE
NEWDEVELOPMENT
PROPERTYLINE
Rafael Viñoly Architects | SSI Tower Competition Entry
LV ROOF
EL 130.5M
PROPERTYLINE
PROPERTYLINE
9

min
8.4m8.4m8.4m8.4m8.4m8.4m8.4m8.4m8.4m8.4m
8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m
36.5m
46.5m
35.0m
36.5m
8.4m8.4m8.4m8.4m8.4m8.4m8.4m8.4m8.4m8.4m
8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m
36.5m
31.1m
28.0m
36.5m
L5
L5
L7
L10
L12
L14
L11
L13
L15
L16
L4
L8
L6
L9
L19
L23
L21
L25
L27
L29
L26
L28
L30
L31
L18
L22
L20
L24
8.4m8.4m8.4m8.4m8.4m8.4m8.4m8.4m8.4m8.4m
8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m
36.5m
36.2m
40.6m
36.5m
8.4m8.4m8.4m8.4m8.4m8.4m8.4m8.4m8.4m8.4m
36.5m
35m
46.5m
36.5m
8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m 8.4m
Rafael Viñoly Architects | SSI Tower Competition Entry
Column Grid
8.40m O.C.
Core Shear Walls
Tie Beams at
Seismic Resisting System
Advanced Dual System
1) Concrete Core
Shear Walls
Vertical Circulation
for Each Tower
-Two Fire Elevators
-One Freight Elevator
Tower A
Tower ATower B
Sky Garden
Retail
Lobby
MEP
Helipad
Tower B
Sky Garden
Retail
Lobby
MICE
MEP
Levels 4 to 31
Levels -4 to -1
Level 32
Levels 1 to 2
Level 3
114,200 m²
Parking 74,312 m²
61,200 m²
50,500 m²
53,000 m²TOTAL
TOTAL
51,500 m²
650 m²
700 m²
850 m²
8,400 m²
1,600 m²
GSF
Summer
72°Winter
64°
Tower B
Environmental
Performance
Self-shading Façade
Rainwater Retention
Natural Light
Views in All Directions
Tower A
Column Grid
8.40m O.C.
Core Shear Walls
Tie Beams at
Floor Levels
Inclined Columns Typ
Concrete Mat and
Caisson Foundation
Tower B
Tower A
Typical Tower
Floor Framing Plan
Concrete Girder
Moment Frame
To Beam 720 x 720 mm
(Depth Includes Slab)
Typ Slab 250 mm Two-way
Core Shear Walls
(400 mm Avg Thickness)
Concrete Columns
(780 x 780 mm Avg Size)
Seismic Resisting System
Advanced Dual System
1) Concrete Core
Shear Walls
2) Concrete Girder
Moment Frame.
Advanced system achieves
time and cost savings
Vertical Circulation
for Each Tower
-Two Fire Elevators
-One Freight Elevator
-Eight Passenger
Fire Elevator
Freight Elevator
Public Zone
Tower A Lobby
Tower B Lobby
Elevators
Tower B
Entrance
Retail
Entrance
Loading
Access
Tower A
Entrance
To Hotel
Tower A
Tower ATower B
Sky Garden
Retail
Lobby
MEP
Helipad
Tower B
Sky Garden
Retail
Lobby
MICE
MEP
Levels 4 to 31
Levels -4 to -1
Level 32
Levels 1 to 2
Level 3
114,200 m²
Parking 74,312 m²
61,200 m²
50,500 m²
53,000 m²TOTAL
TOTAL
51,500 m²
650 m²
700 m²
850 m²
8,400 m²
1,600 m²
GSF
Tower B
Environmental
Performance
Self-shading Façade
Rainwater Retention
Natural Light
Views in All Directions
Tower A
10

min
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
New York, NY
7,000 sf lot
ZONING MAP
222 Thames Street Residential Tower I July 18, 2013
TE PLAN
ONTEXT IMAGES: AERIAL VIEW FROM 7 WTC
Rafael Viñoly Architects | 22 Thames 11

min
AS OF RIGHT DESIGN
- STRUCTURAL IMPACTS
• 20% INCREASE IN SHEAR WALL QUANTITIES AT
TYPICAL RESIDENTIAL FLOORS
• 20% INCREASE IN SHEAR WALL THICKNESS AT
TYPICAL RESIDENTIAL FLOORS FROM 24” TO
28”
• INCREASE IN HEIGHT / SLENDERNESS RATIO
FROM 1:13 TO 1:17
• 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’
• INCREASE IN CONCRETE REINFORCING
STRENGTH FROM 60 ksi TO 100 ksi
• 20% INCREASE IN QUANTITY OF CONCRETE
REINFORCING
• INCREASE IN SLAB THICKNESS OF TOP
10 FLOORS FROM 8” TO 12” TO COUNTER
ACCELERATION
• 25% INCREASE IN FOUNDATION CAPACITY FOR
GRAVITY LOAD AND OVERTURNING FORCES
FINITE ELEMENT MODEL - DEFLECTION
02
EL. +135.38'
03
EL. +66.88'
LEVEL 1 RETAIL
LEVEL
EL. +49.88'
07
LEVEL
EL. +11.88'
LEVEL
EL. +92.38'
LEVEL
06
LEVEL
05LEVEL
04
EL. +109.38'
EL. +32.88'
RESIDENTIAL - 76 FLOORS
RETAIL
MECH
AMENITY
GENERAL NOTE
T.O.R.
20 FEET AIR & LIGHT EASEMENT
60 FEET FIRE SEPARATION
112'-7"
60'-0"
69'-9"
20'-0"
15'-0"
14'-5" 6'-6" 32'-6"16'-4"
EL. +385.38'
EL. +410.38'
EL. 490.38'
EL. +1043.38'
TOP OF PARAPET
MECH / OUTRIGGER
EL. +840.38'
EL. +708.38'
EL. +584.38'
LEVEL
600' HIGH TOWER REFERENCE
EL. +1018.38'
LEVEL
25 RESIDENTIAL FLOORS
EL. +255.38'
MECH
ROOF LEVEL
MECH.
AMENITIES
RETAIL
RESI
BOH
RESI
LOBBY
RESIDENTIAL
72
60LEVEL
LEVEL
EL. -38.12'
EL. -2.12'
59
LEVEL
RETAIL
RETAIL
BOH
ROCK LEVEL
MECH
CELLAR LEVEL
AMENITIES
MECH.
UTILITIESRESI
BOH
RETAIL
BOH
LOBBY
RETAIL
AMENITIES
AMENITIES
88 TRINITY PLACE
86 TRINITY PLACE
(AMEX)
GREENWICH ST
41LEVEL
32LEVEL
33LEVEL
19LEVEL
CL
TMD
CT WT
MECH
ERESIDENTIAL
RESIDENTIAL
MECH / OUTRIGGER
MAX
STREET
WALL
97' - 6"
FROM ACL
MECH / OUTRIGGER
20'-0"
SETBACK
RESIDENTIAL
RESIDENTIAL
THAMES ST
EL. +683.38'
50
(600.00' + 11.88' = 611.88')
EL. +983.38'
85
298'-0"276'-0"300'-0"65'-0"
18'-01/16"
OUTRIGGER
OUTRIGGER
OUTRIGGER
TUNED MASS DAMPER
INCREASE IN
SLAB THICK-
NESS
SETBACK COMPARISON - STRUCTURE
AS OF RIGHT DESIGN
HEIGHT +1,126.28’
HEIGHT +1,036.28’
PROPOSED DESIGN CONCEPT
• SHEAR WALL THICKNESS AT TYPICAL
RESIDENTIAL FLOORS - 24”
• SLENDERNESS RATIO -1:13
• STATIC SLOSH TANK
• HEIGHT OF MASS DAMPER FLOOR 25’
• CONCRETE REINFORCING STRENGTH - 60 ksi
• SLAB THICKNESS - 8”
60'-0"
20'-0"
112'-7"14'-5" 6'-6"69'-9" 32'-6"16'-4"
EL. +852.38'
EL. -2.12'
EL. +66.88'
EL. +611.88'
EL. +92.38'
EL. +425.38'
20 FEET AIR & LIGHT EASEMENT
T.O.R.
EL. +593.38'
EL. +827.38'
60 FEET FIRE SEPARATION
EL. +882.38'
LEVEL 1 RETAIL
EL. +769.38'
EL. +794.38'
EL. +11.74'
EL. +265.38'
EL. +49.88'
EL. +32.88'
EL. +135.38'
EL. +450.38'
EL. +109.38'
EL. -52.12'
RETAIL
GENERAL NOTE
RESIDENTIAL - 61 FLOORS
MECH
AMENITY
66
05
LEVEL
LEVEL
LEVEL
344'-0"
LEVEL
LEVEL
LEVEL
LEVEL
LOBBY
CELLAR LEVEL
LEVEL
ROCK LEVEL
GREENWICH ST
ROOF LEVEL
50
AMENITIES
MECH.
RESI
BOH
UTILITIESRETAIL
BOH
AMENITIES
RESI
LOBBY
RETAIL
MECH.
RETAIL RETAIL
LEVEL
LEVEL
600'-0" TOWER ELEVATION
RETAIL
BOH
07
RESIDENTIAL
TOP OF PARAPET
RESI
BOH
MECH. MECH.
RESIDENTIAL
MECH.
LEVEL
LEVEL
RESIDENTIAL
AMENITIES
RESIDENTIAL PH
MECH. / OUTRIGGER
3 RESIDENTIAL
PENTHOUSE
FLOORS
RESIDENTIAL
37
ST ST
.
CL
CT
AMENITIES
36
THAMES ST
MAX
STREET
WALL
97' - 6"
FROM ACL
WT
88 TRINITY PLACE
86 TRINITY PLACE
(AMEX)
MECH. / OUTRIGGER
04
RESIDENTIAL
03
02
RESIDENTIAL
06
RESIDENTIAL
20
MECH. / OUTRIGGER
LEVEL
70
MECH. / OUTRIGGER
RESIDENTIAL
67
315'-0"58'-0"
13'-0" SETBACK
SLOSH TANK
OUTRIGGER
OUTRIGGER
OUTRIGGER
SETBACK COMPARISON - STRUCTURE
PROPOSED DESIGN CONCEPT
FINITE ELEMENT MODEL - DEFLECTION
HEIGHT +960.28’
HEIGHT +870.28’
FE
FE
FE
FE
FE
FE
Rafael Viñoly Architects | 22 Thames 12

min
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 stadiums’ 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.
New National
Stadium
Competition
Rafael Vinoly Architects
Tokyo, Japan
Rafael Viñoly Architects | National Japan Stadium
THEME I: Idea for stands with exciting atmospheres.
Placing the stadium into the ground allows for a gradual descending route to each
concourse level, in contrast to most stadiums’ 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.
Over the top of the gradually sloping entrance promenades, another set of paths
over the roof of the Stadium serve as the access and circulation within the Park.
While the Stadium is not in use, the Park is still available to people to use.
Within a uniform distribution of seating, all seating locations share equally good
views. Every seat is designed to achieve a “C” Value greater than 90 which provides
a very comfortable sightline for each spectator.
VIP Boxes and stands are located at the 2nd tier on the west end. VIP Spectators
have an easy and secure drop off along Route 418 (Gaien Nishi Dori).
The ribbed concrete shell structure disperses sound uniformly through the venues.
Sound reflecting and absorbing panels will also be strategically installed on the
soffit to optimize acoustics.
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。
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。
屋上緑化 / Roof Garden
プロムナード / Promenade
3階観客席からの眺め / View from Upper Tier
1階コンコース / Level 1 Concourse
Section Perspective
S 77931/6
S 7793
13

min
S 7793
8
8
8 8
8
9
9
9
10
10
4
55
5 5
5 5
5
5
5
5
5
5
5
5 5
5
6
4
5
5
5
5
3
3
3
1
2
3
7
7 7
7 7
7 7
5 5
5 5
5 5
55
5
5
7
7 7
4
Excavation+Foundation
Below Grade Height: 22-28 Meters
Roof
Total Height: 44 Meters
Stadium
Tier Heights: 14,20,25 Meters
Retractable Roof
Diameter: 123 Meters
屋根伏せ図（縮尺：1/2,000）／ Roof Plan (Scale: 1/2,000)
構造計画：地盤／ Building Diagram: Excavation + Foundation
膜の捩れパターンを利用した開閉式屋根構造／ Retractable Roof Operation Sequence
構造計画：屋根／ Building Diagram: Roof 構造計画：スタジアム／ Building Diagram: Stadium 構造計画：開閉式屋根と屋上緑化／ Building Diagram: Retractable Roof and Green Roof／
地上階平面図（縮尺：1/2,000 ）／ Ground Floor Plan (Scale: 1/2,000)
立面図A-A（縮尺：1/2,000）／ Elevation A-A (Scale: 1/2000) 立面図B-B（縮尺：1/2,000）／ Elevation B-B (Scale: 1/2000)
断面図C-C（縮尺：1/2,000）／ Section C-C (Scale: 1/2000)
配置図（縮尺：1/6,000）／ Site Plan (Scale: 1/6,000)
断面図D-D（縮尺：1/2,000）／ Section D-D (Scale: 1/2000)
3階平面図（縮尺：1/2,000）／ 3rd Floor Plan (Scale: 1/2,000) 2階平面図（縮尺：1/2,000）／ 2nd Floor Plan (Scale: 1/2,000) １階平面図（縮尺：1/2,000）／ 1st Floor Plan (Scale: 1/2,000)
S 7793
１．森
２．彫刻の庭
３．入り口
４．スポーツ復興機能
５．観覧機能
６．ホスピタリティ機能
７．メディア機能
８．競技等関連機能
９．維持管理機能
１０．駐車場
1. Forest
2. Sculpture Garden
3. Principal Gate
4. Sports Promotion
5. Spectator Function
6. VIP
7. Media
8. Sports Related Function
9. Management
10. Parking
Site Area For Construction: 92,687 sm
Public Open Space: 97,170 sm
Park: 76,857 sm
施設建設敷地: 92,687 sm
公開空地面積: 97,170 sm
公園面積: 76,857 sm
THEME II: Idea for access to the stadium from nearby
public transportations such as train stations and
management of crowd flow into and out of the stadium
The Stadium is accessed from four principal entrance gates that lead to wide gently
ramped promenades connecting the three concourse levels.
People coming from Kokuritsu Kyogijyo Station and Shinanomachi Station along the
road north of the Meiji Memorial Picture Gallery will use the North Gate.
People arriving from Shinanomachi Station through the park of Meiji Memorial
Picture Gallery, Aoyama Icchome Station through the pictresque Ginkgo Tree line,
and Gaien Mae Station seeing the Jingu Stadium on right hand side will use the
East Gate.
People arriving from Sendagaya Station through Tokyo Metropolitan Gymnasium
complex will use the West Gate. Also, the VIP access is provided at this entrance
which gives direct access via elevators and escalators down to Level 02 VIP
Reception Area.
People arriving from Gaien Mae Station through Route 418 (Gaien Nishi Doori)
will use the South Gate. The view from this route captures ascending Park with
white ring at the top. The shallow water in the foreground mirrors the Park which
resembles the view of the Mount Fuji.
The four ramped promenades inside the building continue outside of the concourse
circulation and are only connected by bridges at each level. This helps the crowd
flow into and out of the stadium without mixing the horizontal concourse circulation
and vertical entry and exit routes.
スタジアムには四つのゲートがあり、その入り口から、緩やかなプロムナードが延び、３
つのコンコースの階を繋いでいる。
北のゲートは、国立競技場駅と信濃町駅からの人々のアクセスを想定。
西のゲートは、千駄ヶ谷駅から東京体育館の横を通り、アクセスされることを想定。
東のゲートは、信濃町駅から聖徳記念絵画館の南側を通過してアクセスされ、青山一丁
目駅から絵画館通りの銀杏並木を通ってアクセス、そして外苑前駅からは神宮球場など
を右手に見ながらアクセスされることを想定。
南のゲートは外苑前駅から、外苑西通りを通り、新国立競技場南に作られた水盤に反射
された屋上公園を見ながらのアクセス。
建物の中に緩やかに下がっていくプロムナードは、それぞれの階のコンコースの外側
に位置しており、ブリッジによって繋がっている、そのためそれぞれの動線が交わること
は限られており、パニック時にスムーズな動きが取れやすい。
テーマ②：観客等の周辺英気からスタジアムへのアクセス及び入
退場動線処理に関する考え方
スタジアムへのアプローチ
Access to the Stadium
主要入口
Four Main Gates
3階アクセス
Level 03 Access
2階アクセス
Level 02 Access
1階アクセス
Level 01 Access
車両アクセス
Vehicular Access
退場動線
Egress Sequence
S 77932/6
S 7793
S 7793
THEME II: Idea for access to the stadium from nearby
public transportations such as train stations and
management of crowd flow into and out of the stadium
The Stadium is accessed from four principal entrance gates that lead to wide gently
ramped promenades connecting the three concourse levels.
People coming from Kokuritsu Kyogijyo Station and Shinanomachi Station along the
road north of the Meiji Memorial Picture Gallery will use the North Gate.
People arriving from Shinanomachi Station through the park of Meiji Memorial
Picture Gallery, Aoyama Icchome Station through the pictresque Ginkgo Tree line,
and Gaien Mae Station seeing the Jingu Stadium on right hand side will use the
East Gate.
People arriving from Sendagaya Station through Tokyo Metropolitan Gymnasium
complex will use the West Gate. Also, the VIP access is provided at this entrance
which gives direct access via elevators and escalators down to Level 02 VIP
Reception Area.
People arriving from Gaien Mae Station through Route 418 (Gaien Nishi Doori)
will use the South Gate. The view from this route captures ascending Park with
white ring at the top. The shallow water in the foreground mirrors the Park which
resembles the view of the Mount Fuji.
The four ramped promenades inside the building continue outside of the concourse
circulation and are only connected by bridges at each level. This helps the crowd
flow into and out of the stadium without mixing the horizontal concourse circulation
and vertical entry and exit routes.
を右手に見ながらアクセスされることを想定。
南のゲートは外苑前駅から、外苑西通りを通り、新国立競技場南に作られた水盤に反射
された屋上公園を見ながらのアクセス。
建物の中に緩やかに下がっていくプロムナードは、それぞれの階のコンコースの外側
に位置しており、ブリッジによって繋がっている、そのためそれぞれの動線が交わること
は限られており、パニック時にスムーズな動きが取れやすい。
スタジアムへのアプローチ
Access to the Stadium
3階アクセス
Level 03 Access
2階アクセス
Level 02 Access
1階アクセス
Level 01 Access
車両アクセス
Vehicular Access
退場動線
Egress Sequence
S 77932/6
Rafael Viñoly Architects | National Japan Stadium
Underground Stadium + Green Roof:
Heat Reduction
Greening and
Heat Reduction
Water Retainment Protection
from Noise
EME IV: Idea for environmental-friendliness
design avoids the creation of any dark, shadowed areas around the stadium.
makes the neighborhood safer.
concrete structure provides simple and durable finishes. Its organic form creates
sive surface on which to disperse sounds, making the stadium much more
ustically intimate and mitigating impacts to the surrounding neighborhood.
precast cast concrete structure provides very low maintenance. The soil on the
works well as an insulation and reduces the heating/cooling costs. Therefore,
ife-cycle costs are low even if the initial investment might be higher than
ventional “object building due to the excavation. This makes the proposed design
e financially viable in long term.
soil on the roof absorbs rainwater, provides insulation, and helps to reduce the
ired cooling inside the building. Within the larger urban context, vegetation of
green roof reduces the summer time temperature and mitigates the heat island
ct.
expansive open space in the Park serves as an additional open evacuation area
ase of natural disasters.
forest creates a wildlife sanctuary and become a micro environment unique to its
e.
緑化による土壌は、雨を吸収し、断熱材の役割を果たす。そのため、室内の冷却コス
必要最低限に抑えられる。広大な緑地計画により、ヒートアイランド現象を抑え、夏
温上昇を妨げることに貢献する。
た屋上公園の空間は、災害発生時に避難場所としても機能する。
現国立競技場の影
Shadow Existing Condition
提案された建物の影
Shadow Proposed Condition
災害時の避難場所
Disaster Evacuation
上緑化 / Green Roof
S 77934/6
14

min afoam | Urban Rest Stop PARTING Competition Installation - Winner
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 “urban renewal”
and the creation of the I-81 viaduct. After the installation, the components of the
installationcanbere-usedalongtheconnectivecorridorinavarietyofconfigurations,
from outdoor cinema to farmers market to high design construction fencing.
Urban Rest
Stop
Competition
Forman Park
Syracuse, NY
Public Installation
15

min
12:00 hr
2014, August 22 | Syracuse, NY
19:00 hr
22:00 hr
afoam | Urban Rest Stop PARTING Competition Installation - Winner 16

min afoam | Urban Rest Stop PARTING Competition Installation - Winner
COMPONENTS
i_steel tower
ii_cables + anchor
iii_ fabric
iv_benches
USE + ART
DEPLOYABLE STRUCTURE + ALTERNATE LAYOUT
17

min
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
larger communal area for events and chance encounters between the juxtaposed
programs. Urban Accordion is a new urban condition: a flexible assembly for
serendipity and public events that fluctuates to meet users’ demands.”
Urban
Accordion
FIGMENT
City of Dreams Pavillion
Govenors Island New York, NY
afoam | FIGMENT - “Urban Accordion’
1afoam - urban accordion
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.
DREAM
2013, MAY
SUBMITTED
Our proposal was submiited on 29th of June, 2013.
MOCK UP!!
18

min
A horseshoe arrangement.
An Assembly hall
While creating an opportunity for gathering space in the center, the contracted accordion blocks can showcase
the sculptures.
The “ACCORDIONS” stretch outward where visitors can trupass the ongoing exhibition to a central outdoor stage.
1 2 3 4 5 6 7 8 AB
16'-0"MAX,8-0"MIN
VARIES
60"
3/16" = 1'-0"
1
FULL LONG EDGE ELEVATION
3/16" = 1'-0"
3
FULL SHORT EDGE ELEVATION
afoam | FIGMENT - “Urban Accordion’
A horseshoe arrangement.
1302-URBANACCORDION
130830
STRUCTURALCONSULTANT:
--
--
--
#
STRUCT.CONCEPT(PHASE1)
A00X
DATE
TITLE
PROJECT
REVISED
DWGNO.
PROJECTCONTACT:
ANDREWWEIGAND
4848882723
INFO@AFOAM.NET
NTS
4
AXON - COMPETITION SCHEME
NTS
3
PLAN DTL
NTS
2
AXON - TYP. STRUCTURAL BAY
NTS
1
AXON - DETAIL
FABRIC CONNECTION
CHANNEL TO BE ROUTED
INTO WD STRUCTURAL MEMBER
1” X 1/2” ALUM. AT REVEAL (TYP)
MOMENT CONNECTION
NEW WD BUILT UP JOIST
OR TJI
RECESSED CASTOR (HEAVY
DUTY NON-PIVOTING CASTOR)
BLOCKING AT BASE & TOP;
ADDT’L BLOCKING AT LAP SPLICES
ROUTED SLOT FOR CROSS
BRACING; (TYP. @ TOP & BOTTOM;
12” X 3/4”)
RECLAIMED WD 2 X 4
“BLOCK” MODULE:
7 EXPANDABLE STRUCTURAL
BAYS CLAD IN FABRIC SCRIM
18 - 6’ (TYP)
8’ - 0”
20’ - 0”
16’ - 0”
12’ - 0”
LAP SPLICE CONNECTION
IN RECLAIMED WD
CROSS BRACING:
1” X 1/4” ALUM BAR
VARIES:
0’ - 8” MIN.
4’ - 0” MAX
FABRIC WRAPPER
CHANNEL FOR FABRIC CONNECTION
RECLAIMED WD 2 X 4 STUD
1”” X 1/4” ALUM. BAR CROSS BRACE
PLASTIC WASHER ON THREADED ROD
3/4” X 3/4” X 1/8” ALUM. U’ CHANNEL
1302-URBANACCORDION
130830
STRUCTURALCONSULTANT:
--
--
--
#
STRUCT.CONCEPT(PHASE1)
A00X
DATE
TITLE
PROJECT
REVISED
DWGNO.
PROJECTCONTACT:
ANDREWWEIGAND
4848882723
INFO@AFOAM.NET
NTS
4
AXON - COMPETITION SCHEME
NTS
3
PLAN DTL
NTS
2
AXON - TYP. STRUCTURAL BAY
NTS
1
AXON - DETAIL
FABRIC CONNECTION
CHANNEL TO BE ROUTED
INTO WD STRUCTURAL MEMBER
1” X 1/2” ALUM. AT REVEAL (TYP)
MOMENT CONNECTION
NEW WD BUILT UP JOIST
OR TJI
RECESSED CASTOR (HEAVY
DUTY NON-PIVOTING CASTOR)
BLOCKING AT BASE & TOP;
ADDT’L BLOCKING AT LAP SPLICES
ROUTED SLOT FOR CROSS
BRACING; (TYP. @ TOP & BOTTOM;
12” X 3/4”)
RECLAIMED WD 2 X 4
“BLOCK” MODULE:
7 EXPANDABLE STRUCTURAL
BAYS CLAD IN FABRIC SCRIM
18 - 6’ (TYP)
8’ - 0”
0”
16’ - 0”
12’ - 0”
LAP SPLICE CONNECTION
IN RECLAIMED WD
CROSS BRACING:
1” X 1/4” ALUM BAR
VARIES:
0’ - 8” MIN.
4’ - 0” MAX
FABRIC WRAPPER
CHANNEL FOR FABRIC CONNECTION
RECLAIMED WD 2 X 4 STUD
1”” X 1/4” ALUM. BAR CROSS BRACE
PLASTIC WASHER ON THREADED ROD
3/4” X 3/4” X 1/8” ALUM. U’ CHANNEL
19

min
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.
The design challenge was creating a 155,000 sqft airport in the existing site of the
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.
pocketPORT
Brooklyn Naval Yards,
New York, NY
Design Studio - Michael Pelken
Syracuse University
Syracuse University - Design Studio | ‘Pocketport,’ Lightweight Long-Span Airport
TERMINAL
VIP LOUNGE
DEPARTURE
VIP LOUNGE
HANGAR
VIRGIN SOLAIR
20

min Syracuse University - Design Studio | ‘Pocketport,’ Lightweight Long-Span Airport
34'-0"
68'-0"68'-0"68'-0"68'-0" 2'-0" 2'-0"136'-0" 2'-0" 2'-0" 2'-0"136'-0" 2'-0" 136'-0"2'-0"68'-0" 2'-0" 136'-0" 2'-0" 136'-0" 136'-0"2'-0" 2'-0"
187'-1"
8'-2 "
SITE PLAN
VIRGIN SOLAIR BROOKLYN, NY
LEVEL 1
1. CHECK-IN/ TICKET BOOTH
2. SECURITY
3. DEPARTURE LOUNGE
5. VIRGIN SOLAIR CHARTER CLUB LOUNGE
6. VIRGIN SOLAIR GRILL AND BAR
7. PRIVATE JET ACCESS
8. STAFF FACILITY
9. HANGAR
10. VIRGIN SOLAIR FLIGHT ASSOCIATION OFFICE
11. REPAIR SHOP4. BAGGAGE
7
11
56'-3"
12'-1"
31'-3 "
51'-9"
106'-3 "33'-8 "139'-4"
1 5 10 50 100
ABCDEFGHIJKLMNOP
01
02
03
04
9
77
11
4
33
2
5
1. BNY OFFICES
2. VIRGIN SOLAIR HEADQUARTERS
3. SHARED OFFICES
4. ATRIUM
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
600'-11
16 "
127'-4 3
16"370'-11"323'-69
16"
19'-1116 "
33'-31116 "
51'-21116 "
32'-8 3
8"
137'-99
16"
1
2
3
4
ABCDEG FHIJKLMNOP
1
2
3
4
ABCDEG FHIJKLMNOP
46'-77
16"
7'-5 3
4"
68'-11 9
16"
8'-10 9
16 "
89'-2 3
16 "
251'-105
8"
102'-01116 " 47'-10" 72'-6 1
4" 29'-5 11
16 "
92'-7 3
16" 159'-41516"
35'-1112"22'-4 3
8"34'-314"
LEVEL 2 1'-0"= 1/32"
1 5 10 50 100
LEVEL 2 1'-0"= 1/32"
1 5 10 50 100
21

min Syracuse University - Design Studio | ‘Pocketport,’ Lightweight Long-Span Airport
78
.09
°
77
.56
°
18'-1115
16"19'-01
16"
74'-125
32"
51'-81
32"31'-57
8"7'-1115
32"4'-0"
15'-134"
5'-51132"
1'-22732"
64'-1
7
16"
22
'-85
16"
13'-411
16"
3'-0932"
3'-0
5
16"
1'-8
1732"
3'-0
7
8"
3'-0
"
1'-7
1932
"
37'-95
32"
22'-73
4"
4'-1116"
29'-438"
13'-111
32"
6'-1034"
17'-5
3132
"
24'-11316"3'-1011
32"
DEC21
JUNE21
CROSS SECTION | SCALE: 1/4” = 1’
SILL PLATE WATER PROOFING
WEEP HOLES
CONCRETE FOUNDATION 2’X4’ STRIP FOOTING
SUBSOIL DRAINNAGE SYSTEM
DRAINAGE MAT
WATER PROOFING MEMBRANE
CABLE CONNECTION
ALUMINUM ROOF CLADDING
LIGHT- GAUGE STEEL JOIST
STEEL BEAM
WIDE FLANGE I BEAM_22” BY 7”
RIGID INSULATION
SUPPLY AIR PRECONDITIONED WITH
GEO-EXCHANGE HEATING AND COOLING
OPERABLE GLASS LOUVRE
CONCRETE 3”
RADIANT FLOOR HEATING TUBES
INSULATION 2”
COMPOSITE DECKING 3”
10’ JOISTS SPACING
DEPTH OF METAL DECKING 3/8”
HUNG CEILING PANEL
OPEN-WEB JOIST FLOOR FRAMING 24K9 SPANING 36’
AISC TYPE 3 CONNECTION FOR
SHORT CANTILEVER WELDED/BOLTED
END PLATE BEAM COLUMN CONNECTION
EXHAUST VENT PIPELINE
AISC TYPE 2 CONNECTION
SEATED BEAM-TO-COLUMN
WEB CONNECTION
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
22

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.
modusvivendi
Korean DMZ
B.Arch Thesis
Syracuse University
Advisors: Michael Pelken
+ Randall Korman
Syracuse University B.Arch Thesis | ‘Modus Vivendi,’ Tectonic intervention along the Korean eco-DMZ 23

min
wooden steel beam
steel frame
steel frame
wooden cover
wooden
steel
column
wooden lattice
wooden frame
glass
panels
steel
mullions
Syracuse University B.Arch Thesis | ‘Modus Vivendi,’ Tectonic intervention along the Korean eco-DMZ
July 21
December 21
B
B
A
A
July 21
December 21
24

min Syracuse University B.Arch Thesis | ‘Modus Vivendi,’ Tectonic intervention along the Korean eco-DMZ
business singles
spa
conference
market
restaurant
retail
gallery
25

min
6. SPAPAPAPAPAA

A
A
0 20 40 80
Syracuse University B.Arch Thesis | ‘Modus Vivendi,’ Tectonic intervention along the Korean eco-DMZ
PLAN 1A
CLOSE UP
PLAN 1A
CLOSE UPOSE UP
B
PLAN 1B
CLOSE UP
26

min
4 PROTOTYPING BUILT ENVIRONMENTS
5NEXT STAGE ECO-EVOLUTION
HOW TO LIVE, WORK, PLAY IN THE CONTEMPORARY DMZ
INVITES VISITORS INTO THE DMZ
DEFEND FROM URBAN ENCROACHMENT
PROTOTYPING OF BUILT ENVIRONMENTS
DEVELOP THE NEXT STAGE ECO-EVOLUTION OF THE DMZ
EAST SEA
160 KM
SEOUL
SOUTH KOREAN
CAPITAL CITY
KAESONGKAESONG
NORTH KOREANNORTH KOREAN
NEW INDUSTRIAL CITYNEW INDUSTRIAL CITY
JOINT
SECURITY
AREA
PYONGYANG
NORTH KOREAN
CAPITAL CITY
AIPORT
INCHEON
INTERNATIONAL
SOUTH KOREA
46 KM
8 KM
5 KM
TAESONGTAESONG
SOUTH KOREANSOUTH KOREAN
VILLAGEVILLAGE
3 KM
205 KM
50KM
01 VISION
ECODESTINATION
MODUS VIVENDI: 5 PARTS TO ECO-DMZ VISION
trolled Line
Bik
e
nd
H
Bik
e
and
Hik
e
Bike
and
Hike
Pat
ke and Hike
BikeandHikeP
1
1
2
4
5
MINOR INTERSECTIONS
DMZ BORDER
CIVILIAN CONTROL LINE
PEACE & LIFE TRAIL
7
UNIFICATION ROADS
11
5
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.
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.
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.
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.
1 CONTEMPORARY DMZ 2 ATTRACT VISITORS 3 DEFEND FROM URBAN ENCROACHMENT
1
2
3
4
5
CCZBORDER
DMZBORDER
CCZBORDER
WHAT IS THE DMZ?
1
7
WHAT ARE RECENT DEVELOPMENTS ALONG THE DMZ?
HOW CLOSE CAN ONE GET TO THE DMZ?
WHAT EXISTS IN THE DMZ?
INTERSECTIONBETWEENCCZANDTRAIL
CCZBORDER
PEACE&LIFETRAIL
DMZBORDER
CCZBORDER
DMZBORDERDMZBORDER
PEACE&LIFETRAIL
1
7
WHAT ARE RECENT DEVELOPMENTS ALONG THE DMZ?
HOW CLOSE CAN ONE GET TO THE DMZ?
WHAT EXISTS IN THE DMZ?
Syracuse University B.Arch Thesis | ‘Modus Vivendi,’ Tectonic intervention along the Korean eco-DMZ 27

min
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
forms and delineate internal and external spaces. The resulting proto-
architecture provides a rich spatial experience through the forces in action.
fiber, force
__FORM
Siteless
Design Studio - Achim Menges
Harvard GSD
Harvard University GSD - Achim Menges Design Studio | Fibrous Tectonics, ‘fiber,force_FORM,’
[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]
[a] axonometric [b] [c] [d] [e] [f] [g] [h]
[a][a] [b][b] [c][c] [d][d] [e][e] [f][f] [g][g]
28

min
scheme_SPATIAL ANALYSISiii_design
[ height_trefoil ] [ height_pitcher ]
varying SLOPE of horizontal projection varying pitcher HEIGHTvarying STIFFNESS levels varying ENCLOSURE levels
clearencerise
enclosurestiffness
00
low
3012
high exteriorinterior
+ 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
+ height of the pitcher defines the amount of head clearence
beneath the pitcher
+ canteliever height gives varying enclosure levels `
[ configuration_ trefoil + trefoil ]
[ visual thresholds ]
trefoil_RIGHT - Y
trefoil_RIGHT - Y
trefoil_LEFT - Y
trefoil_LEFT - Y
maximum_4 layer saddle barrier
01 02
03 04
10’-0”
4’-0”
[ surface overlap ]
4’-0” height difference
figure 01. Proto-architecture trefoil 16’-0”
[ configuration_ pitcher + pitcher ]
[ surface joining]
continuous enclosure
[ structural rigidity ]
integrated scaffold + fiber system
seamless joint
integrated connection
joining_SCAFFOLD
guide_SECTION CUT - A
SECTION CUT - A
SECTION CUT - B
guide_SECTION CUT - B
[ configuration_ trefoil + pitcher ]
orientation of trefoil pitcher
level of coverage and enclosure
[ up ] coverage
[ down ] platform
[ up ] coverage
[ down ] platform
[ single ] shelter
[ double ] shelter
[ single ]
_pitcher shelter
[ down ] pitcher orientation
trefoil coverage
[ up ] pitcher orientation
trefoil platform
[ double ]
_pitcher + trefoil shelter
12’-0”
18’-0”
[ double ] _pitcher + trefoil
[ single ] _trefoil
elastic scaffold for saddle surfaces and homeostatic forms 29

min
exploded axonometric_ARCHITECTURAL
pitcher_ENCLOSURE
trefoil_ SPATIAL MODULES
architectural sequenceiii_design
[ origin ] [ heights ]
[ trefoil paths] [ trefoil enclosure ]
[ pitcher tension ] [ pitcher border ]
[ trefoil paths] [ trefoil enclosure ]
[ pitcher tension ] [ pitcher border ]
[ origin ] [ heights ]
[ foundation ] [ tensed scaffold ]
30

min
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
Tjibaou
Adjusted
MIT - Paramaetric BIM
Dennis Sheldon + Gehry
Technology
MIT - Parametric BIM with Gehry Technology | Tjibaou Adjusted
4.517 Parametric and Building Information Modeling Christine Min, GSD M.Arch II
(ii)
a_Exterior Colonnaire Deformation
i) - 1060 mm
foundation angle_ 36.27°
steel cable length_ 2018.4 meter
ii) + 1940 mm
foundation angle_ 48°
steel cable length_ 2712.7 meter
iii) + 4783 mm
foundation angle_ 59.07°
steel cable length_ 3714 meter
06Geometric Form Driven Design
exterior colonnaire deformation
a) foundation angle
b) steel cable length
36.27 ° // 2018.4 meter 48.00° // 2712.7 meter 59.07° // 2714.0 meter
31

min
height_19.0height_10.0height_23.0height_6.0
radius_2.5 radius_9.0 radius_12.0radius_5.0
i) colonnaires
ii) horizontal beams
iii) perpendicular bracing
connections
iv) curvilinear x-bracing
v) lateral horizontal bracing
vi) connection joints
(i)
(iv)
(iv)
(i)
(ii)
(v)
(v)
(ii)
(iii)
(vi)
(vi)
(iii)
MIT - Parametric BIM with Gehry Technology | Tjibaou Adjusted 32

min
ROADS - SPECIAL
30 Mile Radius
Hospital / Clinic / Rehabilitation / Medical Center
1 206 Total
278 Risk Points | 0.07%
60 Mile Radius
630 Risk Points | 0.16%
120 Mile Radius
1 174 Risk Points | 0.30%
250 Mile Radius
500 Mile Radius
1 000 Mile Radius
20 184 Risk Points | 5.20%
2 000 Mile Radius
47 968 Risk Points | 12.37%
4 000 Mile Radius
105 497 Risk Points | 27.20%
8 000 Mile Radius
202 163 Risk Points | 52.13%
Metric Space __ factor [ Health Support ]
Projected Evactuation Roads
Graphic Space___ factor [ Evacuation Roads ]
Metric Space __ factor [ Health Support ]
Graphic Space___ factor [ Evacuation Roads ]
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.
ready, set,
EVACUATE
Design Studio - Henk Ovnk
Harvard GSD
Risk + Resilience,
Rebuild by Design
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RAILWAYS + BUS ROUTES - DAILY
30 Mile Radius
Education / University / Government Offices /
Place of Worship / Library / Museum
310 440 Total
60 Mile Radius
13 326 Risk Points | 0.05%
120 Mile Radius
42 130 Risk Points | 0.17%
250 Mile Radius
134 049 Risk Points | 0.53%
500 Mile Radius
451 647 Risk Points | 1.79%
1 000 Mile Radius
1 325 465 Risk Points | 5.27%
2 000 Mile Radius
2 130 685 Risk Points | 8.47%
4 000 Mile Radius
5 344 822 Risk Points | 21.23%
8 000 Mile Radius
15 783 527 Risk Points | 62.71%
Harvard University GSD - Henk Ovnk Design Studio | Rebuild by Design, ‘ready,set,EVACUATE’ 33

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.
You’re
Welcome
London, UK
Design Studio - Peter Cook
Harvard GSD
Harvard University GSD - Peter Cook Design Studio | Architecture Club, ‘ You’re Welcome’ 34

min Harvard University GSD - Peter Cook Design Studio | Architecture Club, ‘ You’re Welcome’ 35

min Harvard University GSD - Peter Cook Design Studio | Architecture Club, ‘ You’re Welcome’
you’re welcome
vertiorama perspective | view from alley
optical amusement center to exercise depth and scale
welcome to those who have thanked the profession
36

MIN

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MIN