Solutions

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.

Library in Rouen

Groupe Alto – France

The development for the university of Rouen created a complex building with multiple functions including auditoriums for up to 600 people.

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.

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.

Office building in Mexico City

John Hopkins University – United States

A special foundation, dampers, and composite columns were adopted to design a tall building in a zone of high seismicity, addressing the new requirements following the 1985 earthquake, with height, versatility, and structural integrity.

Complex building in Bergamo

Studio AEDITECNE di Vicenza – Italy

The building will be used as a public library and exhibition space for the for the 2024 “Bergamo and Brescia Designated European Capitals of Culture 2024”.

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.

Office building in New Delhi

Institute for Steel Development & Growth – India

The building consisted of four towers.

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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