LERA
PROJECTS






TYPE: High-Rise Buildings
Nakheel Tall Tower

Lotte Jamsil Super Tower

1 World Trade Center, Freedom Tower

Shanghai World Financial Center

International Commerce Centre

Canal Point

Shenyang International Finance Center

International Finance Center, IFC1 & IFC2 and Four Seasons Hotel Audit

World Trade Center

Parkhaven Tower

Shun Hing Di Wang Commercial Complex

Bank of China Tower

Emirates Headquarters

Hermitage Plaza

Sentra BDNI Center

Pacific Place

Oberoi Commerz

Bitexco Financial Tower

Residences at Liberty

US Steel Tower

Ritz Carlton Astana

Torre Picasso

Tregunter Path

AIG Tower and Pedestrian Footbridge

SONY Building

PPG Industries Corporate Headquarters

Repsol Headquarters, Puerto Madero

St. Regis Hotel

Espirito Santo Plaza

Oberoi Springs and Residential Tower

Puerta de Europa

Conrad International Hotel and Millenia Mall

Grange Court

Century City Entertainment Theme Towers

Capital Place

Industrial and Commercial Bank of China

Shangri-La Towers, Shenzen (Futian)


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World Trade Center

New York, NY

First occupied in 1970, in magnitude and complexity and in pioneering advances in the technology of high-rise buildings, this pair of 110-story buildings was unlike anything constructed before. With almost one full acre on each floor, the project had a gross area of 13 million sf (1.2 million sm) or about 19 times the overall site area of 16 acres. Over 200,000 U.S. tons (182,000 metric tons) of structural steel were required.

The twin towers altered the world of high-rise buildings in many ways not associated directly with structural design. Some of the many facets of the structural system included:
• The use of prefabricated multiple column and spandrel wall panels.
• The use of large, prefabricated floor panels, complete with steel deck and in-floor electrification.
• The World Trade Center provided the first comprehensive environmental and wind tunnel study completed in a boundary layer wind tunnel. The first evaluation of the dynamics of a building in the turbulent wind... the very cornerstone of contemporary design for high-rise buildings.
• The first testing of humans to determine their sensitivity to the lateral oscillation of buildings... thus the first development of rational criteria for the dynamic performance of a high-rise building.
• The development of the concept for "Shaftwall", a lightweight fire-rated wall system that now dominates the construction industry.
• The invention, development and the incorporation of visco-elastic damping units to reduce the swaying motion of a tall building.
Client:
Port Authority of New York and New Jersey

Architect:
Minoru Yamasaki Associates

Location:
New York, NY

Gross Floor Area:
13 million sf / 1.2 million sm

Height:
North Tower: 1,378 ft (417 m) South Tower: 1,361 ft (415 m)

Awards:
Outstanding Civil Engineering Achievement, 1971
American Society of Civil Engineers

Honor Award for Engineering Excellence
Consulting Engineers Council of the United States

Grand Award for Engineering Excellence
New York Association of Consulting Engineers