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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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Complex building in Shanghai (Shanghai Tower)

Tongji University – China

Mega columns with wang-shaped steel and shear walls embedded with steel plates were adopted.
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Complex building in Wuhan

Tongji University – China

The structure is a frame-core tube-outrigger truss hybrid system.
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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 Shenzhen

Tongji University – China

Steel and concrete composite outer frame columns were adopted to provide sufficient strength and stiffness, effectively bearing vertical and horizontal forces.
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Office building in Beijing (Li Ze SOHO)

Tongji University – China

Due to the large number of floors and spans and the load-bearing area of the columns, circular steel pipe concrete columns are used in several layers of the main structure.
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Office building in Shenzhen

Tongji University – China

Main structural members like shear walls, columns, and floors adopted composite components to increase their bearing capacity.
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Hotel in Chongqing

Tongji University – China

Composite beams, SRC columns, and walls were adopted to reduce component sizes, reduce structural self weight, and reduce earthquake response, while also improving the structure seismic performance.
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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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