High-Rise Research

Page 1

HIGH-RISE RESEARCH


High-Rise Research Nicole Hovest Peter Land Spring 2013


TABLE OF CONTENTS North America

pg. 2-22 pg. 1-19

Asia

pg.pg. 42-59 38-55

1000 Feet Tower- Lev Zetlin- Milwaukee, WI Bank of China- I. M. Pei Partners- Hong Kong, China 1500 Feet Tower- Lev Zetlin- New York, NY Burj Khalifa- SOM- Dubai, United Arab Emirates 500 Story Tower- Robert Sobel- Houston, TX Century Tower- Norman Foster & Partners- Tokyo, Japan Chicago Spire- Santiago Calatrava- Chicago, IL [proposed] Hong Kong Bank- Norman Foster & Partners- Hong Kong, China Citicorp Center- Hugh Stubbins & Associates- New York, NY Lighthouse Tower- Atkins Global- Dubai, United Arab Emirates [proposed] Clean Technology Tower- Adrian Smith Gordon Gill- Chicago, IL [proposed] Linked Hybrid- Steven Holl- Beijing, China Hearst Tower- Norman Foster & Partners- New York, NY Lippo Centre- Paul Rudolph- Hong Kong, China Hooker Building- Cannon Design Inc.- Niagra Falls, NY Menara Mesinga Tower- Dr. Ken Yeang- Selangor, Malaysia Inland Steel Building- SOM- Chicago, IL Millenium Tower- Norman Foster & Partners- Tokyo, Japan John Hancock Building- SOM- Chicago, IL Nakheel Tower- Woods Baggot- Dubai, United Arab Emirates [proposed] Lever House- SOM- New York, NY National Commercial Bank- SOM- Jeddah, Saudi Arabia Manitoba Hydro Place- KPMB Architects- Winnipeg, Canada Nara Tower- Dr. Ken Yeang- Tokyo, Japan Marina City- Bertrand Goldberg Associates- Chicago, IL Kabuki-Cho Tower- Richard Rogers Partnership- Tokyo, Japan New York Residential Tower- Santiago Calatrava- New York, NY Sino Land Tower- Paul Rudolph- Hong Kong, China New York Times Building- Renzo Piano- New York, NY Treasury Building- Hugh Stubbins & Associates- Singapore Pepsi-Cola Building- SOM- New York, NY Turbine Tower- Richard Rogers Partnership- Tokyo, Japan Sears Tower- SOM- Chicago, IL World Trade Center- Atkins Global- Bahrain, Saudi Arabia World Trade Center- Minoru Yamasaki- New York, NY pg.pg. 60-63 WTC[2]- Norman Foster & Partners- New York, NY Australia 56-58 WTC[3]- Richard Rogers Partnership- New York, NY Australia Square- Harry Seidler & Associates- Sydney pg. 23-41 Europe pg. 20-37 Grollo Tower- Harry Seidler & Associates- Melbourne MLC Center- Harry Seidler & Associates- Sydney Commerzbank Tower- Norman Foster & Partners- Frankfurt, Germany Daiwa Finance Headquarters- Richard Rogers Partnership- London, England Glass Skyscrapers- Mies Van Der Rohe- Berlin, Germany [proposed] GSW Headquarters- Suarerbach and Hutton- Berlin, Germany 122 Leadenhall St- Richard Rogers Partnership- London, England [proposed] Lloyds Building- Richard Rogers Partnership- London, England Lloyds Register of Shipping- Richard Rogers Partnership- London, England Post Tower- Murphy/ Jahn Architects- Bonn, Germany Potsdamer Platz- Renzo Piano- Berlin, Germany Project 112- Future Systems- London, England RWE Headquarters- Ingenhoven Overdiek, Kahlen & Partners- Essen, Germany Skyhouse- Marks Barsfield- London, England [proposed] Strata SE1- BFLS- London, Englad Swiss Re Tower- Norman Foster & Partners- London, England The Shard- Renzo Piano- London, England Tour Sans Fins- Jean Nouvel- Paris France Turning Torso- Santiago Calatrava- Malmo, Sweeden Wind Tower- Sinisa Stankovic- United Kingdom



1


NORTH AMERICA

2


1000 FEET TOWER Lev Zetlin Milwaukee, WI 1960

Height: 1,000 feet Material: steel Structure: 5 hyperbiolic shaped drums (60-90 feet diameter) stacked/ dynamic staking system with cables Energy Concept: tension vs. compression resist wind loads Other Info: Drums made of straight, intersecting steel pipe segments and horizontal tension rings

3


1500 FEET TOWER Lev Zetlin New York, NY 1960

4


500 STORY TOWER

Robert Sobel/ Nat W Krahl Houston, TX 1975

Height: 5,000 feet Levels: 500 Material: steel Structure: 16, 200 foot bundled tiangular tubes, tapered from botom to top Other Info: The base was proposed to cover nearly 16 city blocks (250 feet by 250 feet)

5


CHICAGO SPIRE Santiago Calatrava Chicago, IL 2009

Height: 2,000 feet Levels: 150 Material: steel/ glass Structure: curtain wall system Energy Concept: spiral floor plates decrease wind load on building Other Info: Each floor is rotated 2 degrees from the one below/ totaling 270 degrees

6


CITICORP CENTER

Hugh Stubbins & Associates/ William LeMessurier Associates New York, NY 1977

Height: 915 feet Levels: 50 Floor to Ceiling Height: 12’-9� Material: steel/ glass Structure: diagonal steel bracing Other Info: tuned mass damper to control wind sway movement

7


CLEAN TECHNOLOGY TOWER Adrian Smith Gordan Gill Chicago, IL 2012

Energy Concept: wind turbines/ photovoltaic cells/ net-zero energy/ LEED Other Info: a domed double roof cavity captures air, creating a wind farm/ negative pressures ventilate the interior/ wind turbines at the corners capture wind at its highest velocity

8


HEARST TOWER

Norman Foster & Partners/ WSP Cantor Seinuk New York, NY 2006

Height: 597 feet Levels: 42 Floor to Ceiling Height: 13’-6� Material: steel/ glass Structure: steel truss frame/ triangulated structure/ curtain wall Energy Concept: 80% recycled steel and designed to consume 25% less energy Other Info: no vertical steel beams are used above the base of the building

9


HOOKER BUILDING Cannon Design Inc. Niagra Falls, NY 1980

Height: 120 feet Levels: 9 Material: steel/ glass Structure: double glass facade Energy Concept: ventialtion space is located between sepperate glass panes, where air is drawn in from the bottom and released at the buildings top/ louvers are also located between the panes of glass to adjust the level of natural light into the building, keeping it cool in the summer and warm in the winter

10


INLAND STEEL BUILDING SOM Chicago, IL 1957

Height: 332 feet Levels: 19 Material: steel/ glass Structure: stainless steel curtain wall Other Info: the design of the curtain wall was the first of its kind/ coulumns are offset from the glass curtain wall

11


JOHN HANCOCK BUILDING SOM/ Fazlur Kahn Chicago, IL 1969

Height: 1,127 feet Levels: 100 Floor to Ceiling Height: 8’- 8” Material: steel/ glass Structure: exterior columns and spandrel beams reinforced by diagonal bracing and structural floors Other Info: the form of the building tapers from bottom to top 12


LEVER HOUSE

SOM/ Weiskopf and Pickworth New York, NY 1952 Height: 307 feet Levels: 24 Material: steel/ glass Structure: steel frame/ curtain wall Energy Concept: heat resistant glass Other Info: major renovation in 1998 replaced existing facade with aluminum glazinf channels, stainless steel mullions and caps, and new glass

13


MANITOBA HYDRO PLACE

KPMB Architects/ Crosier Kilgour and Halcrow Yolles Winnipeg, Canada 2009 Height: 377 feet Levels: 21 Material: steel/ glass/ concrete Structure: double wall/ insulated curtain wall Energy Concept: consumes 88 kWh/m 2 per year/ solar chimmney/ geothermal HVC/ 100% fresh air Other Info: column free space

14


MARINA CITY TOWERS

Bertrand Goldberg Associates/ Severud Associates Chicago, IL 1962

Height: 587 feet Levels: 65 Material: concrete/ glass Structure: 35 foot diameter concrete structural core Other Info: cylindrical core stabalizzes tower

15


NEW YORK RESIDENTIAL TOWER Santiago Calatrava New York, NY 2006

Height: 826 feet Levels: 56 Material: steel Structure: steel frame/ cubes offset from eachother Other Info: each cube consists of 4 levels that makeup a single family home

16


NEW YORK TIMES BUILDING Renzo Piano/ Thorton Tomasetti New York, NY 2004

Height: 1,140 feet Levels: 50 Material: steel/ glass/ concrete Structure: braced core and four exterior braced X-frames Energy Concept: exterior sunscreen Other Info: double curtain wall

17


PEPSI-COLA BUILDING SOM New York, NY 1960

Levels: 13 Material: steel/ glass/ concrete Structure: curtain wall/ 10 steel columns/ concrete floor plates Other Info: 9’ x 13’x 1/2” glass panels were the largest obtainable at the time/ the building appears to be supported by the two piers at the ground level

18


SEARS TOWER SOM/ Fazlur Kahn Chicago, IL 2004

Height: 1,450 feet Levels: 110 Material: steel/ glass Structure: bundled-tube structural system/ steel exoskeleton Other Info: tubes vary at height and the building form tapers from bottom to top

19


WORLD TRADE CENTER

Minoru Yamasaki/ Leslie E Robertson & Associates New York, NY 1973

Height: 1,353 feet Levels: 110 Material: steel/ glass/ concrete Structure: rigid hollow tube of closely spaced steel columns/ floor trusses extended across a central core/ columns 18.75� wide and 22� apart Other Info: towers were destroyed in 2001 20


WTC[2]

Norman Foster & Partners/ Cantor Seinuk Group New York, NY 2014

Height: 1,764 feet Levels: 98 Material: steel/ glass/ concrete Structure: steel frame/ curtain wall/ triangular diagrid Other Info: towers act jointly to resist wind loads 21


WTC[3]

Richard Rogers Partnership New York, NY 2014 Height: 1,168 feet Levels: 80 Material: steel/ glass Structure: diamond shape bracing/ load sharing system Energy Concept: Other Info:

22


EUROPE

23


COMMERZBANK TOWER

Norman Foster & Partners/ Ove Arup and Partners Frankfurt, Germany 1997 Height: 980 feet Levels: 53 Material: steel/ concrete Structure: triangular, reinforced concrete slabs supported by steel columns Energy Concept: every office is daylit and has operable windows Other Info: atrium and gardens divide the floor plan and facade

24


DAIWA FINANCE HEADQUARTERS

Richard Rogers Partnership/ Ove Arup and Partners London, England 1999

Height: 246 feet Levels: 18 Material: steel/ concrete/ glass Structure: curtain wall Energy Concept: triple glazed windows (minimum solar gain/ maximum daylight) photocells Other Info: atrium and gardens divide the floor plan and facade

25


GLASS SKYSCRAPERS Mies Van Der Rohe Berlin, Germany 1921

Levels: 20 Material: glass Structure: curtain wall Other Info: composed of three towers

26


GSW HEADQUARTERS

Suarerbach and Hutton/ Ove Arup and Partners Berlin, Germany 1999

Height: 267 feet Levels: 22 Material: steel/ glass Structure: double skin facade Energy Concept: natural ventilation, reduced solar gain, daylighting, passive strategy for sun screening, air cross ventilation, thermal storage, stack heating

27


122 LEADENHALL STREET

Richard Rogers Partnership/ Ove Arup and Partners London, England 2003

Height: 728 feet Levels: 47 Material: steel/ glass Structure: perimeter based mega frame tube structure Other Info: ladder frame

28


LLOYD’S BUILDING

Richard Rogers Partnership/ Ove Arup and Partners London, England 1986 Height: 289feet Levels: 14 Floor to Ceiling Height: 9’-9” Material: steel/ glass Structure: steel frame/ curtain wall Energy Concept: triple glazed solar control glass (minimum solar gain/ maximum daylight)/ ventilated cavity

29


LLOYDS REGISTER OF SHIPPING

Richard Rogers Partnership/ Anthony Hunt London, England 2000

Height: 190 feet Levels: 14 Material: steel/ concrete/ glass Structure: steel frame/ concrete floors Energy Concept: minimum solar gain/ maximum daylight/ photocells/ 30% less emissions

30


POST TOWER

Murphy Jahn Architects/ Werner Sobek Bonn, Germany 2003 Height: 498 feet Levels: 42 Floor to Floor Height: 11’-8� Material: steel/ concrete/ glass Structure: double skin facade/ concrete core/ composite structure/ pile foundation Energy Concept: minimum solar gain/ maximum daylight/ natural ventilation/ solar energy/ 60% less cost/ programmable blinds

31


POTSDAMER PLATZ

Renzo Piano/ Ove Arup and Partners Berlin, Germany 1999

Height: 196 feet Levels: 17 Material: steel/ concrete/ glass Structure: curtain wall

32


PROJECT 112 Future Systems London, England 1984

Height: 2,132 feet Levels: 152 Material: steel/ concrete Structure: central structural core and outer geodesic framework of structural members

33


RWE HEADQUARTERS

Ingenhoven Overdiek, Kahlen & Partners/ Hochtief AG Haptniederlasseny Rhein-Ruhr, Hoch-end Ingenieurbau Essen, Germany 1996

Height: 416 feet Levels: 32 Material: steel/ glass Structure: double skin facade/ twin shell/ fully glazed Energy Concept: daylighting/ naturally ventilated 34


SKYHOUSE

Marks Barsfield London, England 2010 Levels: 40 Energy Concept: wind turbines/ solar collectors/ rainwater and greywater collection/ CHP system/ photovoltaics Other Info: 3 leaf plan channels wind through the building’s center into turbines.

35


STRATA SE1

BFLS/ WSP Group London, England 2010

Height: 486 feet Levels: 43 Material: steel/ glass Structure: post tension slabs/ triple layer facade Energy Concept: wind turbines/ biomass CHP centers/ grey water collection

36


SWISS RE TOWER

Norman Foster & Partners/ Ove Arup and Partners London, England 2003

Height: 590 feet Levels: 41 Material: steel/ glass/ concrete Structure: perimeter steel diagrid of intersecting columns and horizontal hoops around building circumfrence Energy Concept: building shape allows for reduced wind load 37


THE SHARD

Renzo Piano/ Ove Arup and Partners London, England 2010 Height: 1,016 feet Levels: 66 Floor to Ceiling Height: 9’-0� Material: steel/ glass Structure: tapered steel beams Energy Concept: 33% less energy costs/ double ventilated facade/ dry-air cooler/ tapered form reduces wind load

38


TOUR SANS FINS

Jean Nouvel/ Ove Arup and Partners Courbevoie, France 1989 Height: 1,396 feet Levels: 100 Material: steel/ glass/ concrete Structure: steel and glass facade/ concrete core Energy Concept: tuned mass damper

39


TURNING TORSO Santiago Calatrava Malmo, Sweeden 2004

Height: 623 feet Levels: 50 Material: steel/ concrete Structure: circular reinforced concrete structural core/ steel truss exoskeletion/ curtain wall/ pile foundation Energy Concept: building for reduces wind load

40


WIND TOWER Sinisa Stankovic United Kingdom 2001

Height: feet Levels: Material: Structure: Energy Concept: Other Info:

41


ASIA

42


BANK OF CHINA

I.M. Pei Partners/ Leslie E Robertson Associates Hong Kong, China 1990 Height: 1,205 feet Levels: 70 Material: glass/ steel/ concrete Structure: composite steel and concrete floor slabs/ columns braced by steel diagonals Energy Concept: structure designed so that less steel had to be used

43


BURJ KHALIFA

SOM/ Hyder Consulting Dubai, United Arab Emirates 2008

Height: 2,716 feet Levels: 162 Material: glass/ steel/ concrete Structure: hexagonal central core with upward spiraling mass Energy Concept: low wind impact/ reflective glass/ cooler concrete mixture Other Info: y-shaped floor plan allows for max light and views

44


CENTURY TOWER

Norman Foster & Partners/ Ove Arup & Partners Tokyo, Japan 1991 Height: 341 feet Levels: 21 Material: steel/ glass Structure: diagonal bracing linking every floor/ curtain wall Energy Concept: seismic engineering (rollers)

45


HONG KONG BANK

Norman Foster & Partners/ Ove Arup & Partners Hong Kong, China 1985 Height: 586 feet Levels: 44 Material: steel/ concrete/ glass Structure: steel tube columns with cross bracing Energy Concept: daylighting/ sun shades

46


LIGHTHOUSE TOWER

Atkins Global/ IBE Consulting Engineers Dubai, United Arab Emirates 2012 Height: 1,319 feet Levels: 64 Energy Concept: wind turbines/ solar panels/ reduced energy 65%/ reduced water 40%

47


LINKED HYBRID

Steven Holl/ Guy Nordenson & Associates Beijing, China 2009 Height: 223 feet Levels: 21 Material: steel/ glass/ concrete Energy Concept: geothermal walls for heating and cooling Other Info: 8 towers linked by sky bridge

48


LIPPO CENTRE Paul Rudolph Hong Kong China 1998

Height: 564 feet/ 610 feet Levels: 44/ 48 Material: steel/ concrete/ glass

49


MENARA MESINGA TOWER

Dr. Ken Yeang/ Reka Perunding Sdn Bhd Selangor, Malaysia 1993 Height: 206 feet Levels: 15 Material: concrete/ glass Structure: central core/ curtain wall Energy Concept: solar panels/ sky gardens/ natural ventialtion/ daylit/ shades to reduce solar gain

50


MILLENIUM TOWER

Norman Foster & Partners/ Ove Arup & Partners Tokyo, Japan 1989 Height: 2,775 feet Levels: 170 Material: steel/ glass Structure: helical bands around conical mass Energy Concept: wind and solar generators/ aerodynamic shape to reduce wind loads

51


NAKHEEL TOWER

Woods Baggot/ WSP Group Dubai, United Arab Emirates 2008 Height: 3,300 feet Levels: >200 Material: steel/ glass Structure: 4 central cores Energy Concept: wind passes through core openings reducing wind load/ black water treatment/ storm water harvesting/ solar panels/ wind turbines

52


NATIONAL COMMERCIAL BANK SOM/ SOM Jeddah, Saudi Arabia 1983

Height: 400 feet Levels: 27 Material: travertine facade Other Info: 3 triangluar courtayrds interrupt solid facade

53


NARA TOWER Dr. Ken Yeang Tokyo, Japan 1993

Height: 2,887 feet Levels: 210 Structure: spiral mass Energy Concept: bioclimatic skyscrapers/ vertical gardens clean air, muffle sound, and cool building

54


ROVER BUILDING

Richard Rogers/ Umezawa Design Office Tokyo, Japan 1990 Levels: 12 Material: steel/ concrete/ glass Structure: steel cables between concrete floors Other Info: Kabuki Cho Building

55


SINOLAND TOWER Paul Rudolph Hong Kong, China 1989

Height: >1,000 feet Levels: 90 Structure: 4 columns frame building mass Other Info: first 150 feet of building are open/ seperated into 8 blocks, consisting of 10 levels/ each block is seperated by a floor housing mechanical systems

56


TREASURY BUILDING

Hugh Stubbins & Associates Singapore, Republic of Singapore 1977 Height: 770 feet Levels: 52 Floor to Ceiling Height: 9’-3” Material: steel/ concrete/ glass Structure: mat foundation/ curtain wall/ central core and outrigger

57


TURBINE TOWER

Richard Rogers Partnership/ Ove Arup & Partners Tokyo, Japan 1992 Energy Concept: wind turbines/ photovoltaic/ naturally daylit and ventilated Other Info: wind tunnel tested form

58


WORLD TRADE CENTER

Atkins Global/ WS Atkins & Partners Bahrain, Saudi Arabia 2008 Height: 787 feet Levels: 50 Material: steel/ concrete/ glass Energy Concept: wind turbines between towers/ solar panels Other Info: skybridges hold turbines/ building shape funnel wind to turbines

59


AUSTRALIA

60


AUSTRALIA SQUARE

Harry Seidler & Associates/ Pier Luigi Nervi Sydney, Australia 1967 Height: 557 feet Levels: 50 Material: concrete Structure: tapering columns/ curved screen walls Other Info: world’s tallest lightweight concrete building

61


GROLLO TOWER

Harry Seidler & Associates Melbourne, Australia 2000 Height: 1,837 feet Levels: 113 Material: steel/ prestressed concrete Structure: diagonal bracing

62


MLC CENTER

Harry Seidler & Associates/ Pier Luigi Nervi Sydney, Australia 1978 Height: 748 feet Levels: 60 Floor to Floor Height: 11’-4” Material: reinforced concrete Structure: octagonal floor plan/ 8 load bearing columns/ curtain wall/ tube in tube system

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