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Office building in Nove Lima

Engineer appointed by Gerdau – Brazil

The composite solution was chosen considering not only the optimized best technical solution (building height, gravitational/lateral forces applied, lateral resistance system adopted), but also the total cost, erection time-consuming and time to get the raw material from providers as well.
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Airport terminal building in Port Blair

Construction Catalysers Pvt. Ltd. – India

22 sculpted steel 3D trusses each having a different span were adopted to ensure structural stability and achieve the unconventional awe-inspiring aesthetics.
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Fire behavior of composite columns made with hollow steel profiles filled with reinforced concrete

Iuav University of Venice – Italy

The purpose of the research is to compare the results obtained by three different and easy-to use methods for the determination of the fire behavior of composite columns made with hollow steel profiles filled with reinforced concrete.
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Complex building in Ontario

John Hopkins University – United States

Heavy structural steel and composite diagonal framing and composite perimeter mega-columns were adopted to enable the large open spaces that characterize the interiors of the building.
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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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Logistic facility in Singapore (JLH)

National University of Singapore – Singapore

New composite beams and columns were adopted to reduce the beam height and the weight of the columns.
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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 Paris

DVVD Architecture Ingenierie Design – France

The building rises on the site previously occupied by another much smaller building of 11.
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Office building in SÃO PAULO

Engineer appointed by Gerdau – Brazil

The composite solution was chosen considering not only the optimized best technical solution (building height, gravitational/lateral forces applied, lateral resistance system adopted), but also the total cost, erection time-consuming and time to get the raw material from providers as well.
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