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Composite beams composed of rolled steel profile concreted between flanges

Takenaka corporation – Japan

This technology is a composite structure in which members filled with concrete are columns and beams in a web of steel H-shaped cross-sections, and in addition to realizing a rational cross-section with a simple configuration, it also has excellent workability.
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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 New Delhi

Institute for Steel Development & Growth – India

The building consisted of four towers.
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Omission of lateral buckling reinforcement in beam member

Nippon Steel – Japan

The lateral stiffener omission construction method is an application technology to narrow width cross sections, and a construction method allowing lateral stiffeners to be omitted provided that certain conditions are met in accordance with a newly created proof stress formula with high precision, which takes into consideration the constraining effect from horizontal displacement of the upper flange of the beam given by the constraining effect of the floor slab.
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Office building in Melbourne (Casselden Place building)

UNSW, Sydney – Australia

The Casselden Place building is an iconic building in Australia for the use of concrete filled steel columns.
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Office building in Barcelona

MC2 Ingeniería – Spain

The complex is a mix of multiple office buildings, some for the use of the owner, Gas Natural, some for rental.
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Residential and hotel in Sydney (Greenland Centre building)

UNSW, Sydney – Australia

The Greenland Centre utilised the refurbishment of the original building which was completed in 1965.
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Office building in Perth (Central Park)

UNSW, Sydney – Australia

This building utilised high strength steel sections encased in concrete.
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Impact of different concrete classes on the lateral resistance and failure mode of columns made with concrete-encased steel profiles

Iuav University of Venice – Italy

The purpose of the research is to understand how different concrete classes impact on the lateral resistance and failure mode of columns made with concrete-encased steel profiles.
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