Wall

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Double-skin steel-concrete composite cores as an alternative to traditional RC core

Iuav University of Venice – Italy

The research presented here is aimed to support the request for research grants filed at the EU RESEARCH funding agencies.
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Office building in Bilbao

IDOM Consulting Engineering Architecture – Spain

The building is an office tower that occupies the site of a previously planned tall building, that was not built to the excessive costs.
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Office building in Madrid

Gilsanz Murray Steficek – Spain

The tower is the fourth, and the tallest of a 4-tower development in Madrid.
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Office building in Nove Lima

Engineer appointed by Gerdau – Brazil

The composite solution was chosen considering not only the optimized best technical solution (building height, gravitational/lateral forces applied, lateral resistance system adopted), but also the total cost, erection time-consuming and time to get the raw material from providers as well.
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Complex building in Washington

John Hopkins University – United States

Concrete-filled, composite-plate steel shear wall (CF-CPSW) panels were adopted to achieve speed to create a high-rise structural core quickly and cost-effectively.
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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 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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