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Office building in Hamburg

Rohwer Ingenieure GmbH – Germany

The new concert hall building is placed on the old historic Kaispeicher A, extruded from its shape and placed precisely on the brick block of the Kaispeicher with an identical footprint.
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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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Casino, Hotel and Apartments in Sydney (Star City Casino building)

UNSW, Sydney – Australia

The Star City Casino building in Sydney was the largest building project in Sydney since the construction of the Sydney Opera House.
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Residential in Rotterdam

Zonneveld Ingenieurs B.V. – Netherlands

The building is the tallest residential tower in the BeNeLux region and it is entirely prefabricated making it the tallest prefab building in the world.
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Office building in Hernani

MC2 Ingeniería – Spain

The building is the headquarter of the Orona Lift Industry, as well as the central point of a new campus creating a place that is both a flagship and a common home for its more than 4,500 employees and a hub for researchers and students on its vertical transportation, urban mobility, energy and technology branches.
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Office building in Madrid (Oria Tower)

Fhecor – Spain

The 25 story office building Oria Tower stems from the rehabilitation of a former industrial site.
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Office building in Kolkata

Institute for Steel Development & Growth – India

Composite flooring system was adopted to ensure large column free area and to reduce depth of beam.
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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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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.
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