Solutions

Office building in Sydney (Grosvenor Place building)

UNSW, Sydney – Australia

The Grosvenor Place building is an iconic building located on the northern part of George Street, Sydney which is on the border of the financial and rocks districts.

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.

Office building in Barcelona

MC2 Ingeniería – Spain

The building serves as headquarter for the Telefonica company and at the same time hosts a public space in the lower portion of the tower.

Hotel with amenities and office in Madrid

MC2 Ingeniería – Spain

The building is part of a larger development than includes 3 other tall buildings.

Complex building in Singapore (Funan)

National University of Singapore – Singapore

Composite columns (concrete encased king post and concrete encased steel composite columns) were used to fulfil top-down construction requirements and load resistance requirements.

Concrete filled tubular column with ultra high strength materials

Taisei Corporation – Japan

In recent super high-rise buildings, there are many cases where large spans are required to gain spacial freedom on typical floors and wide atria to allow continuity with the external spaces on the lower floors.

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.

Museum + Auditorium in Barcelona

Acciona infrastructuras S.A. – Spain

The DHub – Barcelona Design Center building unifies the collections of 4 other museums in a new, larger structure.

Warehouse in Incheon

ACT Partner Co., Ltd. – South Korea

In this project, the following requirements were to be satisfied: – Minimize the depth of beams and the size of columns to secure warehouse space while satisfying the building height restrictions of the law – Minimize floor deflection and vibration – Also the structure must be clean without protrusions as there is no finishing material on the face of columns

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