ELASTIC BUCKLING ANALYSIS OF STEEL PLATE SHEAR WALL WITH ELASTIC RESTRAINT OF TWO SIDES UNDER THE ACTION OF SHEAR AND COMPRESSION FORCE

Zheng Yue; Zhao Wei

doi:10.13204/j.gyjz201109028

Volume 41 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(9): 124-126,130

Zheng Yue, Zhao Wei. ELASTIC BUCKLING ANALYSIS OF STEEL PLATE SHEAR WALL WITH ELASTIC RESTRAINT OF TWO SIDES UNDER THE ACTION OF SHEAR AND COMPRESSION FORCE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 124-126,130. doi: 10.13204/j.gyjz201109028

Citation:

Zheng Yue, Zhao Wei. ELASTIC BUCKLING ANALYSIS OF STEEL PLATE SHEAR WALL WITH ELASTIC RESTRAINT OF TWO SIDES UNDER THE ACTION OF SHEAR AND COMPRESSION FORCE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 124-126,130. doi: 10.13204/j.gyjz201109028

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ELASTIC BUCKLING ANALYSIS OF STEEL PLATE SHEAR WALL WITH ELASTIC RESTRAINT OF TWO SIDES UNDER THE ACTION OF SHEAR AND COMPRESSION FORCE

doi: 10.13204/j.gyjz201109028

Zheng Yue¹,
Zhao Wei²

1.
1. Department of Civil Engineering,Zhejiang University City College,Hangzhou 310015,China;
2.
2. Department of Road and Bridge,Zhejiang Institute of Communication,Hangzhou 311112,China

Received Date: 2011-04-30
Publish Date: 2011-09-20

Abstract

Abstract

Surrounding members(i.e. beams and columns) were assumed to supply simply supported edges for steelplate shear wall in the design of steel plate shear wall, and then the embedded coefficient of 1. 23 was introduced to consider the restriction effect of surrounding members. The effect of rigidities of the surrounding members was not considered in the design process. A finite element analysis was carried out to investigate the elastic buckling of steel plate shear wall under shear and compression load. It was found that the factor , that is ratio of rotational rigidity of the surrounding members and bending rigidity of the steel plate, was a good factor to measure precisely the elastic restraints of surrounding members to the shear wall. Based on computing data from more than 400 models, the equation of shear buckling coefficients was developed for steel plate shear wall with elastic restraint of two sides.
- steel plate shear wall,
- shear buckling coefficient,
- elastic restraint,
- shear combined with pressure load

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References(9)

References

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[6] Alinia M M,Dastfan M.Behaviour of Thin Steel Shear Walls Regarding Frame Members[J].Journal of Constructional Steel Research,2006,62: 730-738.

[7] 任涛.工字梁腹板在局部承压和剪力作用下的弹性屈曲及极限承载[D].杭州: 浙江大学,2005.

[8] 赵伟,童根树,杨强跃.钢板剪力墙加劲肋刚度及弹性临界应力研究[J].工程力学,2010,27(6):15-23.

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