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New concept of composite steel-reinforced concrete floor slab

Iuav University of Venice – Italy

The innovation proposed aims to provide a slim floor system with a total thickness of 282mm with higher mechanical resistance than a comparable conventional slim floor assembly, by strengthening the composite behavior of the steel-concrete bond thanks to rebars that work as shear studs, blocking the differential slip of the concrete to steel connection.
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Office building in Madrid (Oria Tower)

Fhecor – Spain

The 25 story office building Oria Tower stems from the rehabilitation of a former industrial site.
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Office building in Pennsylvania

John Hopkins University – United States

One-of-a-kind damper was adopted to withstand the height and wind horizontal loads while enabling the asymmetrical design of the building.
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Elderly care home in Singapore

National University of Singapore – Singapore

Prefabricated prefinished volumetric construction was adopted to improve the construction efficiency.
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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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Office building in Texas

John Hopkins University – United States

A unique system of beams linked to a core shear wall, and exterior bundled columns were adopted to support the height of the building (it was the tallest composite building in the world when it was completed in 1980) and address various structural challenges, such as the natural tendency of the tube perimeter frame to warp.
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Office building in Melbourne (Melbourne Central development)

UNSW, Sydney – Australia

The Melbourne Central development is a combination of a large office building coupled with a very large shopping centre.
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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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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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