Seismic Behavior of Steel-plate Shear Walls With Concrete Filled Steel Tube Columns and Different Ratio of Height to Sectional Thickness of the Walls

CAO Wan-lin; LI Gang; ZHANG Jian-wei; ZHANG Wen-jiang; GENG Hai-xia

Journal of Beijing University of Technology > 2010 > 36(8): 1059-1068.

CAO Wan-lin, LI Gang, ZHANG Jian-wei, ZHANG Wen-jiang, GENG Hai-xia. Seismic Behavior of Steel-plate Shear Walls With Concrete Filled Steel Tube Columns and Different Ratio of Height to Sectional Thickness of the Walls[J]. Journal of Beijing University of Technology, 2010, 36(8): 1059-1068.

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Seismic Behavior of Steel-plate Shear Walls With Concrete Filled Steel Tube Columns and Different Ratio of Height to Sectional Thickness of the Walls

1. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China;
2. Key Lab of Urban Security and Disaster Engineering, Ministry of Education, Beijing 100124, China

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Received Date: May 19, 2010
Available Online: December 12, 2022

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Abstract

Abstract

In order to know the seismic behavior,three 1 /5 scale specimens with the same shear span ratio 1. 5 but different ratio of height to sectional thickness of the steel-plate shear wall,which were 230,115 and 77 respectively,were tested under cyclic loading. Based on the experiment,the carrying capacity,stiffness, hysteresis characteristics, ductility, energy dissipation and damage characteristics of the specimens were analyzed. The mechanical model for calculating load-carrying capacity of the new style shear walls was proposed. And the calculating results agreed well with those from the experiments. It shows that the thinner steel-plate shear wall with higher ratio of height to sectional thickness has lower capacity,lower stiffness and better ductility,and vice versa. The load capacity and stiffness of the wall with moderate ratio of height to sectional thickness are in between of the thinner and the thicker walls. But the overall ability of its seismic energy dissipation is the best. It is suggested that the stronger concrete filled steel tube columns and weaker steel plate should be used in steel-plate shear walls in order to provide two earthquake fortification lines.
- concrete filled steel tube,
- steel-plate,
- composite shear wall,
- seismic behavior,
- mechanical model of carrying capacity

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References

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Seismic Behavior of Steel-plate Shear Walls With Concrete Filled Steel Tube Columns and Different Ratio of Height to Sectional Thickness of the Walls

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