Solutions

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.

Mass, direct cost and energy life-cycle cost optimization of steel-concrete composite floor structures

Iuav University of Venice – Italy

The scope of the research is to push the optimization of composite floor systems further.

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 Sydney (One Shelley Street building)

UNSW, Sydney – Australia

The One Shelley Street building in Sydney was completed in 2010 and is best known for utilising an extremely efficient steel diagrid perimeter structure to eliminate the need for internal columns and to minimise the use of internal structural cores.

Stadium in Belo Horizonte

Engineer appointed by Gerdau – Brazil

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

Office building in Perth (Brookfield Place building)

UNSW, Sydney – Australia

The Brookfield Place building is the second tallest tower in Perth and a concrete filled steel column solution was adopted.

Office building in Nagpur

Kirby Building Systems & Structures India Pvt Ltd – India

The building plot area was concise, and compound wall was shared with one side School building and other side Hospital building.

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.

Algorithm to modify the geometric characteristics of a composite steel trussed-concrete beams (CSTCB)

Iuav University of Venice – Italy

The research represented in this report deals with a very common structural element in Italy and in many European countries, developed on the basis of a patent issued in 1962: Composite Steel Trussed-Concrete Beams (CSTCB).

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