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BS 536STUDIES ON TALL BUILDINGS: DESIGN CONSIDERATIONS
Spring 2007-2008
Case Study: Plaza 66by
Leyla Kamoy
Submitted to: Assoc.Prof.Dr. Mehmet Halis GünelArch. H.Emre Ilg n (MSc.)
BS 536STUDIES ON TALL BUILDINGS: DESIGN CONSIDERATIONS
Spring 2007-2008
Case Study: Plaza 66by
Leyla Kamoy
Submitted to: Assoc.Prof.Dr. Mehmet Halis GünelArch. H.Emre Ilg n (MSc.)
MIDDLE EAST TECHNICAL UNIVERSITYDEPARTMENT OF ARCHITECTURE / BUILDING SCIENCE PROGRAM
aseas
LeyLey
Submitted to: Assoc.PSubmitted to: Assoc.PArch. H.EArch. H.E
363636GS: DESIGN CONSIDGS: DESIGN CONSID2007-20082007-2008
: Plaza 66Plaza 66
moyoy
PROGRAM
PLAZA 66SHANGHAI, CHINA
PLAZA 66SHANGHAI, CHINABBPLAZPLAZSHANGHSHANGH
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General InformationGeneral Information
Official Name Plaza 66Location Shanghai, CHINAUse Office, retailStructural height / Number of stories 288 m / 66 storiesRanking condition in terms of structural height 52*
Status completed (1994-August 2001)Design Architect Kohn Pederson Fox Associates PCAssociate Architect Frank CY Feng Architects & Associates, LtdStructural engineer Thornton Tomasetti EngineersStructural system Outriggered Frame SystemContractor Shanghai Construction GroupClient Hang Lung Development Company, Ltd
* www.emporis.com
Case Study: Plaza 66 by Leyla KamoySubmitted to: Günel, Ilg n – Spring 2008
Ehitec
hiteiatal e neeStructuraal system Structura
ntr Shnt H
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536umber of stories 288 m /
in terms of structura94-August 2001)
n Pedersonk CY
Sprin P L A Z A 6 6P L A Z A 6 6
General InformationGeneral Information
Puxi borough which is cultural, economic, and entertainment centerNan Jing Road is major shopping and entertainment roadMajor pedestrian thoroughfare
PLAZA 66
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ainment centerroad
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Architectural InformationArchitectural Information
Over the last fifteen years architects from all over the world have made their way to Shanghai to design buildings. Reforms to the Communist Party in the 1990s turned the city into a flashy, fun, and futuristic place with nightclubs, luxury hotels, and multitudes of high-rises.
Many of the most famous people in the field including • Sir Norman Foster • Michael Graves and
Firms like • Skidmore Owens & Merrill• KPF
have implemented their designs in the city.
Architecture in ShanghaiArchitec
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r the world have made ms to the Commu
flashy, fun, and futuristic ptudes of high-rises.
Many of the mothe field includ
Si• M
F
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Architectural InformationArchitectural Information
This style was introduced around 1900 and describes buildings for which the common theme is the simplification of form. To accomplish this, the architect uses very few ornamental designs.
The Modern architecture style came about as a response to the availability of new construction materials such as steel, glass, and iron and as a rebellion against the more flashy styles like Victorian and Edwardian Art Nouveau.
Plaza 66 definitely fits this description. Its large tower has been called “a dull glass stump” by the English news source The Guardian Unlimited.
Modern Style in ArchitectureModern
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duced around 1900 and s for which the com
e simp ification of form. Tsh this, the architect
namental designs.
The Modern architecs a responnstructio
iron
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Architectural InformationArchitectural Information
Purpose of the complex is to hold offices, a parking garage, and retail stores
Modern architecture’s large geometric volumes create a lot of rentable space
Form Follows FunctionForm F
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ose of the complex is to hes, a parking garag
retail stores
Modern archieome
renta
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Architectural InformationArchitectural Information
Balance the relationship between the 66 story tower and the famous pedestrian mall
Obstacle
Five story podium which effectively matches the scale of the historical streetscape Creates a unified composition
Obst
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en mous pedestrian mall
m which effectively matches storical streetsc
unified composition
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Architectural InformationArchitectural Information
Intentionally asymmetric podium and rooftop features enliven broad building faces of Plaza 66.
The side elevation ofShanghai’s Plaza 66 showshow mall atria, outriggerlevels and the rooftoplantern are expressed.
S
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ric p atures
building face 36sid
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Architectural InformationArchitectural Information
Must relate the large tower itself to the feeling that the street instills.This was accomplished through the use of almost-primary volumes, a lozenge, almond, come, and an arc. The result is an architectural energy that reflects the vibrant pedestrian mall.
ctuped
ozenge,
ergy n mall.
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The buildings have an upward spiral to them like a vortex
The spiral is topped by the massive lanternthat is constructed of billowing screens that glow at night
The lantern can be seen from far away and symbolizes the commercial presence of the client
Lantern
Architectural InformationArchitectural Information
Lantern
36an upward spiral totex
piral is topped by the mashat is constructed of blow at night
lantern colize
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Three Building Complex
66-Storey Office Tower78,200 sq. m2nd tallest building in ShanghaiTallest Concrete Building
51-Storey Office Tower
81,400 sq. m
5-Storey Retail Podium51,700 sq. mTenants include Hermes, Louis
Vuitton, Chanel, Dior, Celine, and Cartier
3-Levels of Underground Parking9.000 cars1.500 bicycles
Architectural InformationArchitectural Information
Elevator System 24 elevators (One elevator provided for 200-225 occupants)
tem rs tortoe eleva
orided upants) 225 oc
36y Office To78,200 sq. m
d st buildingTallest Concrete
5-Storey R
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Architectural InformationArchitectural Information
OFFICE TOWER66-Storey
OFFICE TOWER51-Storey
ATRIUM Boat-shaped skylight67m x 38m
ROTUNDA 6-Storey Diameter 28mColumn-free
GALLERIA Arc-shaped skylight66m x 17m
The retail podium includes:
at-shaped skyl767m xETU
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OFF
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Architectural InformationArchitectural Information
Roof Structural PlanPlaza 66
Atrium
Galleria
RotundaPodium
AtriuME
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BS5P L A Z A 6 6P L A Z A 6 6
A large retail mall is housed within the podium to the left of the tower in this plan. The mall includes crescent-and-lens shaped atrium spaces.
Architectural InformationArchitectural Information
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Architectural InformationArchitectural Information
Area / DimensionsArea / Dimensions
Drawn by Leyla Kamoy Drawn by Leyla Kamoy MEETUM
36S535353
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Two-storey perforated concrete outrigger connect the concrete core to the exterior columns at three levels
Structural InformationStructural InformationFloors
54-56
39-41
24-26
Outriggered FrameSystem
U36
Two-storey perforated concrete o ge conthe concrete core
66exterior clevels
l Information
39
26 BB
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All-Concrete StructureTallest concrete building in China
Concrete strengths (locally available) 50MPa cube strength
Steel reinforcing (locally available) Fy= 335MPa
Allowable drift of the building due to windloads (local building codes)
Height/650 (0,43 m)
Designed for Typhoon Scale winds 3-5 Typhoons/yr
Structural InformationStructural Information
Structural systemStructural systemStruct
Alo
36a
ocally availabe strength
66einforcing (locally ava
335M
le d
l Information
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Structural InformationStructural InformationTypical Floor column, beam, slabTypical Floor column, beam, slab
Slab 125mm thickBeams450mm deep
Beams on column lines1200mm deep
Perimeter beams1250mm deep, 975mm wide
Drawn by Leyla Kamoy Drawn by Leyla Kamoy
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BBeams450mm deep
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Structural InformationStructural Information6 paired sets of outriggers extend form the long faces of the core, enabling all longitudinal perimeter columns to efficiently contribute to the lateral load resisting system.
4.5m
Drawn by Leyla Kamoy Drawn by Leyla Kamoy
6636ural Informatione core, enabling all
theth oad resistinateral load res
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Structural InformationStructural Information
Perimeter column engaged by outrigger.
Generous openings in outrigger walls accommodate mechanical equipment
Concrete shear wall of outrigger
Concrete core wallTypical concrete floor beam; beam-and-slab framing occurs on all floors.
The perimeter frame meets the requirements of a special seismic moment frame.
Drawn by Leyla Kamoy Drawn by Leyla Kamoy wn
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Concrete core w
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Structural InformationStructural InformationFloor under the Outrigger Level column, beam, slabFloor under the Outrigger Level column, beam, slab
750mm
1050mm
Drawn by Leyla Kamoy Drawn by Leyla Kamoy
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Structural InformationStructural InformationOutrigger Level 1 column, beam, slabOutrigger Level 1 column, beam, slab
Each outrigger wall has four large openings, two on each floor
1650mm
Drawn by Leyla Kamoy Drawn by Leyla Kamoy
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Structural InformationStructural InformationOutrigger Level 2 column, beam, slabOutrigger Level 2 column, beam, slab
In this arrangement, the top and bottom members of the outrigger provide the tension and compression force couple required of the outrigger while the central member at the middle floor transfers the shear.
950mm
Drawn by Leyla Kamoy Drawn by Leyla Kamoy
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Structural InformationStructural Information
FoundationFoundation
Sand and clay filled piece of land
SettlementInitial predictions over 1mFinal prediction of 0.28m
Concrete piles0.8 m in diameter, average 9m corresponding to the different loads under tower and podium areas.80m maximum
Different Settlement RatesLeft an un-poured zone (1 year/40%)
D
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of lan
tions over 1mal prediction of 0.28m
Concrete piles0.8 m in diametecorrespon
wer a
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Structural InformationStructural Information
Construction ProcessConstruction Process
Resistance of the overturning moments caused by the slenderness of the structure
Cellular or “honeycomb” structure for stiffness with minimal weightWall along the site boundary
High water table;Bentonite slurry-wall method (basement only)
• four planes of internal concrete cross bracing for support • completed from top down• explosives used to free bracing struts
Bamboo scaffolding and formwork used for the remainder of the building
Const
mes of interna
eted from top doxplosives used to free
Bamboo scaffolding and
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by the slenderness of th
stiffness with minima
basement orete cros
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Structural InformationStructural Information
LanternLantern
Plaza 66 is topped with • a dramatic visor cantilevering (12 m) , and • a 10-story glass lantern (36,5m) that also houses mechanical
equipment and a three-story club room.
The presence of lantern steel framing can be detected through translucent glass that surrounds it, both inside and out.
LanteLante
T
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also houses mechanical om
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For construction convenience, steel framing supports the visor and lantern. Two planes of beams and columns are trussed together as horizontal rings and vertical frames, stabilized by shallow diagonal braces.
Structural InformationStructural Information
Used Some Structural Steel In the lantern crown on top of buildingUsed S
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1. Ali, Mir M. “The Tallest Concrete Building in Shanghai, China-Plaza 66,” coauthor, Sixth World Congress of the Council on Tall Buildings and Urban Habitat, Melbourne, Australia, 2001.2. Digimation.”Plaza 66 in Shanghai, China”, 2005. http://www.digimation.com/models/UI/Product/ShowProductFullInfo.aspx?ProductID=1014323. Grace Construction Products. “Concrete Admixtures – Project Profiles: Plaza 66”, 2005. http://www.cn.graceconstruction.com/template.cfm?page=/concrete/concrete_plaza66.html&did=14. Khan, F.R., “Influence of Design Criteria on Selection of Structural Systems for Tall Buildings”. Canadian Structural Engineering Conference, Montreal, Canada. March, 1972.5. Kohn, Eugene A. and Katz, Paul. Building Type Basics for Office Buildings. John Wiley and Sons, New York. 2002.6. Megacities 2000. http://mc2000.arch.hku.hk/KPF/nanjing.html7. Moveandstay. “Plaza 66 Office Tower”. http://www.moveandstay.com/shanghai/offices_description.asp?id=9968. Skyscrapercity. 2002. http://www.skyscrapercity.com/printthread.php?t=284719. Skyscraperpage. “Plaza 66 Tower 1”, 2005. http://66.36.242.113/cities/?buildingID=125810.Thornton-Tomasetti Group. 2005.http://www.ttengineers.com11.Tomasetti, Richard L. “Concrete Delivers”. Civil Engineering Vol.71 Issue 8, p58. Aug2001.
ReferencesReferences
Deural
. and Ka , Paw York. 200
cities 2000. http://mc2000.aMoveandstay. “Plaza 66 Office T
http://www.moveandstay.com/sh8. Skyscrapercity. 209. Skyscraperpage. “P10.Thornton-To
.Tomasett
6636Plaza 66,” coauthor, Sabitat, Melbourne, Australia,
wProductFullInfo.aspx?PAd tures – Project Profiles:
template.cfm /concre
eria on lect f Sing Confere
ng TypeB
ReferencesReferences