Solutions

Composite frame system called Reinforced Concrete Steel Tube (RCST) system

Shimizu Corporation – Japan

The RCST system consists of concrete-filled steel-tube columns, H-shaped steel beams and beam-column joints with steel cover plates for confinement.

School in Montelabbate

Studio AEDITECNE di Vicenza – Italy

Multiple types of steel products, including composite columns (concrete filled tubes) and composite beams (thin-walled steel profiles with concrete infill) were used to retrofit the structural system of an elementary school that was deemed unsafe according to the new code requirements that came into force in Italy in 2003.

Hotel in Padua

studio LVL Architettura – Italy

The building is a office tower, built from 2005 as part of a larger redevelopment project worth 150 millions of Euros in Padova, in the Veneto region.

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.

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.

Office building in Singapore (Capital Green)

National University of Singapore – Singapore

Composite slab system was adopted to achieve efficient construction speed and better quality control.

Complex building in Singapore (Marina One)

National University of Singapore – Singapore

The composite structural steel framing with composite metal decking used for typical floors of the Office Towers was driven by construction programme and to achieve superior head-room requirements.

Composite Beams with Hollow Core Slabs

Engineer appointed by Gerdau – Brazil

To contribute to expanding the knowledge and consolidate the use of composite structures providing guidance on the design of composite beams where steel rolled shapes acts compositely with hollow core precast slabs.

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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