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Solutions for Wall

Innovative hybrid and composite steel-concrete structural solutions for building in seismic area

University of Camerino – All Regions

The proposed innovative SRCW is characterized by elements with specific tasks by allowing for the execution of a proper capacity design.
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Office building in California

John Hopkins University – United States

Concrete core and a frame with 3 levels of buckle-resistance bracing for seismic design were adopted to provide safety against earthquake in a seismically active zone, as well as fire and other structural hazards.
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Office building in New York (Hearst Tower)

John Hopkins University – United States

The diagrid system and concrete filled steel tubes were adopted to design a renewal of the landmark Hearst Tower (first built in 1928) with the use of a diagrid system to address new seismic requirements.
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Mixed-used building in Dongguan

Tongji University – China

Column adopted steel tube -reinforced concrete column and some of the walls are made of steel plate concrete walls or section steel concrete walls.
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Office building in Shenzhen (China Merchants Taiziwan Building)

Tongji University – China

The tower adopts a frame-core tube structure system.
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Complex building in Guangzhou (CTF Center Building)

Tongji University – China

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

Engineer appointed by Gerdau – Brazil

The building was designed to be the new icon of Fortaleza that will expand the concept of urban kindness and with an environmentally friendly concept.
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Shopping center in Taguatinga

Engineer appointed by Gerdau – Brazil

The composite solution was chosen considering the optimized best technical solution.
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