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Assessment and quantification of the environmental impacts arising from different steel-concrete composite floor systems

Iuav University of Venice – Italy

The research was aimed at understanding the environmental implications of different composite floor systems, including a pre-fabricated dry-bound solution that promotes the possibility to disassemble, sort and reuse the various components at the end of the building life.
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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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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.
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Hotel in Ulleung-gun

GAURIAN Co., LTD. – South Korea

An innovative KG composite beam, a type of U-shaped composite beam, has been developed and implemented in this project.
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Museum in Zaragoza

BOMA, Robert Brufau, Clara Bretón – Spain

The building hosts the museum of the CaixaForum Foundation and it is designed by the architect as two floating volumes above the public square.
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Public school in Gallipoli

ATI Project – Italy

The building will be built on the site of a previously existing derelict structure.
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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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Office building in Lyon

Terrell Group – France

The tower Silex2 stems from the renovation of the precedent EDF tower.
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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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