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2. 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

3. 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

4. smin@gsd.harvard.edu | christinemin.com + min Rafael Viñoly Architects | Abha Airport, Construction Document 4

5. smin@gsd.harvard.edu | christinemin.com + 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

6. smin@gsd.harvard.edu | christinemin.com + 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

7. smin@gsd.harvard.edu | christinemin.com + min Rafael Viñoly Architects | Novartis - Pizzeria, Schematic, Construction Document, Administration Rendering Construction 7

8. smin@gsd.harvard.edu | christinemin.com + 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

9. smin@gsd.harvard.edu | christinemin.com + 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

10. smin@gsd.harvard.edu | christinemin.com + 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

11. smin@gsd.harvard.edu | christinemin.com + 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 722 Thames Street Residential Tower I July 18, 2013 Rafael Viñoly Architects | 22 Thames 11

12. smin@gsd.harvard.edu | christinemin.com + 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 26 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 25 RESIDENTIAL FLOORS 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’ 1422 Thames Street Residential Tower I July 18, 2013 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 29 RESIDENTIAL FLOORS 37 ST ST 29 RESIDENTIAL FLOORS . 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’ 1522 Thames Street Residential Tower I July 18, 2013 FE FE FE FE FE FE Rafael Viñoly Architects | 22 Thames 12

13. smin@gsd.harvard.edu | christinemin.com + 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

14. smin@gsd.harvard.edu | christinemin.com + 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

15. smin@gsd.harvard.edu | christinemin.com + 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

16. smin@gsd.harvard.edu | christinemin.com + min 12:00 hr 2014, August 22 | Syracuse, NY 19:00 hr 22:00 hr afoam | Urban Rest Stop PARTING Competition Installation - Winner 16

17. smin@gsd.harvard.edu | christinemin.com + 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

18. smin@gsd.harvard.edu | christinemin.com + 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

19. smin@gsd.harvard.edu | christinemin.com + 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

20. smin@gsd.harvard.edu | christinemin.com + 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

21. smin@gsd.harvard.edu | christinemin.com + 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 VIRGIN SOLAIR BROOKLYN, NY 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 VIRGIN SOLAIR BROOKLYN, NY LEVEL 2 1'-0"= 1/32" 1 5 10 50 100 21

22. smin@gsd.harvard.edu | christinemin.com + 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

23. smin@gsd.harvard.edu | christinemin.com + 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

24. smin@gsd.harvard.edu | christinemin.com + 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

25. smin@gsd.harvard.edu | christinemin.com + min Syracuse University B.Arch Thesis | ‘Modus Vivendi,’ Tectonic intervention along the Korean eco-DMZ business singles spa conference market restaurant retail gallery 25

26. smin@gsd.harvard.edu | christinemin.com + 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

27. smin@gsd.harvard.edu | christinemin.com + 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

28. smin@gsd.harvard.edu | christinemin.com + 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

29. smin@gsd.harvard.edu | christinemin.com + 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 ] scheme_SPATIAL ANALYSISiii_design [ 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” figure 02. Proto-architecture trefoil 8’-0” figure 03. Proto-architecture trefoil 4’-0” Harvard University GSD - Achim Menges Design Studio | Fibrous Tectonics, ‘fiber,force_FORM,’ scheme_SPATIAL ANALYSISiii_design [ 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” scheme_SPATIAL ANALYSISiii_design [ double ] _pitcher + trefoil [ single ] _trefoil elastic scaffold for saddle surfaces and homeostatic forms 29

30. smin@gsd.harvard.edu | christinemin.com + min exploded axonometric_ARCHITECTURAL pitcher_ENCLOSURE trefoil_ SPATIAL MODULES Harvard University GSD - Achim Menges Design Studio | Fibrous Tectonics, ‘fiber,force_FORM,’ architectural sequenceiii_design [ origin ] [ heights ] architectural sequenceiii_design [ trefoil paths] [ trefoil enclosure ] [ pitcher tension ] [ pitcher border ] architectural sequenceiii_design [ trefoil paths] [ trefoil enclosure ] [ pitcher tension ] [ pitcher border ] architectural sequenceiii_design [ origin ] [ heights ] [ foundation ] [ tensed scaffold ] 30

31. smin@gsd.harvard.edu | christinemin.com + 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

32. smin@gsd.harvard.edu | christinemin.com + 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

33. smin@gsd.harvard.edu | christinemin.com + 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 2 548 Risk Points | 0.66% 500 Mile Radius 7 343 Risk Points | 1.89% 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 4 420 Risk Points | 0.02% 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

34. smin@gsd.harvard.edu | christinemin.com + 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

35. smin@gsd.harvard.edu | christinemin.com + min Harvard University GSD - Peter Cook Design Studio | Architecture Club, ‘ You’re Welcome’ 35

36. smin@gsd.harvard.edu | christinemin.com + 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