SHERA RESISTANCE BEHAVIOR OF TWO-SIDE CONNECTED STEEL-PLATE SHEAR WALL (SPSW)

Xu Man; Wang Yuyin; Zhang Sumei

doi:10.13204/j.gyjz200903028

Volume 39 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(3): 107-111

Xu Man, Wang Yuyin, Zhang Sumei. SHERA RESISTANCE BEHAVIOR OF TWO-SIDE CONNECTED STEEL-PLATE SHEAR WALL (SPSW)[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 107-111. doi: 10.13204/j.gyjz200903028

Citation:

Xu Man, Wang Yuyin, Zhang Sumei. SHERA RESISTANCE BEHAVIOR OF TWO-SIDE CONNECTED STEEL-PLATE SHEAR WALL (SPSW)[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 107-111. doi: 10.13204/j.gyjz200903028

Xu Man, Wang Yuyin, Zhang Sumei. SHERA RESISTANCE BEHAVIOR OF TWO-SIDE CONNECTED STEEL-PLATE SHEAR WALL (SPSW)[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 107-111. doi: 10.13204/j.gyjz200903028

Citation:

Xu Man, Wang Yuyin, Zhang Sumei. SHERA RESISTANCE BEHAVIOR OF TWO-SIDE CONNECTED STEEL-PLATE SHEAR WALL (SPSW)[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 107-111. doi: 10.13204/j.gyjz200903028

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SHERA RESISTANCE BEHAVIOR OF TWO-SIDE CONNECTED STEEL-PLATE SHEAR WALL (SPSW)

doi: 10.13204/j.gyjz200903028

1.
School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China

Received Date: 2008-11-10
Publish Date: 2009-03-20

Abstract

Abstract

The numerical simulation and analysis of shear resistance behavior of two-side connected steel-plate shear wall (SPSW) was carried out by the finite element software ANSYS. In order to investigate the behavior of two-side connected SPSW, a simplified analysis model is brought forward and verified by analyzing the stress characters of a single-span multi-level model under monotonic loads. The forced mechanism and failure mode are investigated. The mechanical behavior of the beams is also discussed in details. It is found that depth-thickness ratio Kand span-depth ratio are the key parameters which influence the shear resistance behavior of two-side connected SPSW; the transfer mode of the horizontal loads is different between two-side connected SPSW and four-side connected SPSW; two-side connected SPSW has no additional moments in columns, which fit the aseismatic principle of/strong column and weak beam0 better; structural measures of the beam connected with the steel plate is demanded when depth-thickness ratio is big, it will guarantee that the damage on the beam occurs latter than the steel plate.
- steel-plate shear wall,
- two-side connected,
- shear resistance behavior,
- depth-thickness ratio,
- span-depth ratio

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References(10)

References

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