Steel Composite Concrete Solutions

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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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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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Complex building in New Delhi

Institute for Steel Development & Growth – India

Composite option was chosen to obtain better carpet area and more stability against lateral buckling for beams.
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Office building in Gdansk

Iuav University of Venice – Italy

The Wave complex, consisting of two independent buildings, is being developed in the Oliwa district of Gdańsk.
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Office building in Hamburg

OP Engineers GmbH – Germany

The building serves as office for 400 employees of the fintech company Serrala.
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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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Warehouse in Incheon

ACT Partner Co., Ltd. – South Korea

In this project, the following requirements were to be satisfied: – Minimize the depth of beams and the size of columns to secure warehouse space while satisfying the building height restrictions of the law – Minimize floor deflection and vibration – Also the structure must be clean without protrusions as there is no finishing material on the face of columns
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Office building in Sydney (Grosvenor Place building)

UNSW, Sydney – Australia

The Grosvenor Place building is an iconic building located on the northern part of George Street, Sydney which is on the border of the financial and rocks districts.
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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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