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Office building in Shanghai (T2 Tower)

Tongji University – China

C80 SRC columns were adopted to reduce component size and improve bearing capacity.
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Office building in Hamburg

Rohwer Ingenieure GmbH – Germany

The new concert hall building is placed on the old historic Kaispeicher A, extruded from its shape and placed precisely on the brick block of the Kaispeicher with an identical footprint.
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Office building in New Delhi

Institute for Steel Development & Growth – India

The building consisted of four towers.
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Study on lateral buckling behavior of steel beam with concrete slab

Kajima Corp. – Japan

A method to rationalize the arrangement of lateral bracing members based on the effect of the floor slab has been developed.
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Office building in Essen

ECE Projekt management GmbH – Germany

The building serves as the headquarters for Thyssenkrupp.
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Office building in Tianjin

Tongji University – China

The reinforced concrete core -mega braced frame tube system is used, which the mega braced frame tube consists of 4 hexagonal columns at edges of the building, 9 belt trussed, and mega bracings.
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Office building in Mexico City

John Hopkins University – United States

A special foundation, dampers, and composite columns were adopted to design a tall building in a zone of high seismicity, addressing the new requirements following the 1985 earthquake, with height, versatility, and structural integrity.
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Complex building in Guangzhou (Guangzhou West Tower)

Tongji University – China

The outer diagrid is made of crossing concrete filled steel tube (CFST) columns which take both gravity and lateral loads through highly efficient axial force.
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Office building in Paris

Setec TPI – France

The tower, 140 meters in height, is built on a very difficult lot in La Defense, Paris’ business district.
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