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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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Passenger terminal of train station in Madrid

MC2 Ingeniería – Spain

The project described is the first part of a multi-stage extension project of the Madrid Atocha train station passenger terminal, to manage a two fold increase in passenger traffic in about 10 years.
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Complex building in Guangzhou (Guangzhou West Tower)

Tongji University – China

The outer diagrid is made of crossing concrete filled steel tube (CFST) columns which take both gravity and lateral loads through highly efficient axial force.
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Complex building in Goteborg

Iuav University of Venice – Italy

Karlatornet is a multi purpose tower under construction in Goteborg, Sweden, expected to be completed in 2024- The building has a very distinctive shape with a twist at approximately 2/3 of its height, where the four corners of the tower rotate in different directions.
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Office building in Shenzhen

Tongji University – China

Main structural members like shear walls, columns, and floors adopted composite components to increase their bearing capacity.
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Design and Construction of steel structures with the mid-story pin connection base

Tohoku University – Japan

Mid-story pin column base system is proposed to optimize the seismic performance of moment-resisting steel frames, which may form 1st story mechanism during large earthquakes if buildings adopt conventional column base system.
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Shopping complex in New Delhi

Institute for Steel Development & Growth – India

Beams and colums are all composite members.
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Office building in Paris

DVVD Architecture Ingenierie Design – France

The building rises on the site previously occupied by another much smaller building of 11.
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Hotel in Chongqing

Tongji University – China

Composite beams, SRC columns, and walls were adopted to reduce component sizes, reduce structural self weight, and reduce earthquake response, while also improving the structure seismic performance.
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