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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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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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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.
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Shopping center in Taguatinga

Engineer appointed by Gerdau – Brazil

The composite solution was chosen considering the optimized best technical solution.
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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 Madrid

MC2 Ingeniería – Spain

The building is an office tower part of a 4-tower development in a prominent area of Madrid.
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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 Sydney (Salesforce Tower)

UNSW, Sydney – Australia

Salesforce Tower (Sydney Place) is the first steel framed high-rise built in Sydney in the last 25 years.
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Study on lateral buckling behavior of steel beam with concrete slab

Kajima Corp. – Japan

A method to rationalize the arrangement of lateral bracing members based on the effect of the floor slab has been developed.
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