Solutions

Underground car park in Nice Côte d’Azur

INGEROP – France

The building is an underground parking garage with 5 floors below ground level and 482 parking lots.

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.

Centrifugally manufactured hollow concrete-filled steel tubular columns

Iuav University of Venice – Italy

The purpose of the research conducted is to confirm or deny the assumptions made by a research of E.

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.

Innovative hybrid and composite steel-concrete structural solutions for building in seismic area

University of Camerino – All Regions

The proposed innovative SRCW is characterized by elements with specific tasks by allowing for the execution of a proper capacity design.

Office building in New York (One World Trade Center)

John Hopkins University – United States

A hybrid system combining concrete and steel was adopted to enable large, column-free spaces within the One World Trade Center efficiently and innovatively, while maintaining the highest safety standards.

Office building in New Delhi

Institute for Steel Development & Growth – India

The building consisted of four towers.

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.

Office building in Shenzhen (China Merchants Taiziwan Building)

Tongji University – China

The tower adopts a frame-core tube structure system.

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