Plastic Analysis on the Semi-Rigid Steel Frame-Composite Steel Plate Shear Wall Structure

Xiao Tong Peng; Ying Ying Hou; Lei Xia

doi:10.4028/www.scientific.net/AMM.351-352.219

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Plastic Analysis on the Semi-Rigid Steel...

Plastic Analysis on the Semi-Rigid Steel Frame-Composite Steel Plate Shear Wall Structure

Abstract:

The semi-rigid steel frame-composite steel plate shear wall structure (SCSW) effectively improves the lateral stiffness of shear wall, making it possible to use the semi-rigid joint. In order to study the plastic failure mechanism of SCSW, a plastic model is established, in which the effects of the rotations of semi-rigid joints and yield deformations of infill steel walls on the energy consumption are considered. Based on that, a design method for the lateral ultimate strength is put forward and a nonlinear FEM model is setup using ANSYS. Through the comparison between plastic analysis results with the finite element results, it is shown that the plastic analysis method is feasible and has a safe redundancy.

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Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

219-222

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.219

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Online since:

August 2013

Authors:

Xiao Tong Peng, Ying Ying Hou, Lei Xia

Keywords:

Composite Shear Wall, Plastic Analysis, Semi-Rigid Joint, Steel Frame

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References

[1] Guo Yanlin, Dong Quanli, Zhou Ming: Journal of Building Structures Vol. 30 (2009), pp.31-39(In Chinese).

Google Scholar

[2] Guo Yanlin, Zhou Ming: The 6th national civil engineering graduate student academic forum (2008) (In Chinese).

Google Scholar

[3] Lu Ye, Li Guoqiang, Sun Feifei: Progress in Steel Building Structures Vol. 11 (2009), pp.18-27(In Chinese).

Google Scholar

[4] Gao Hui: The Master Degree Dissertation, Tongji University (2007) (In Chinese).

Google Scholar

[5] Guo Yanlin, Dong Quanli, Zhou Ming: Journal of Building Structures Vol. 30 (2009), pp.40-47. (In Chinese).

Google Scholar

[6] Liu Guiran: The Master Degree Dissertation, Tongji University (2008) (In Chinese).

Google Scholar

[7] Vincenza M. Italiano: Virginia Pilytechnic Institute and Stste University (2001).

Google Scholar

[8] Guo Bing: Doctoral Dissertation, Xi'an: Xi'an University of Architecture and Technology (2002) (In Chinese).

Google Scholar

[9] Peng Xiaotong, Gu Qiang, Lin Chen: China Civil Engineering Journal, Vol. 41 (2008), pp.64-69(In Chinese).

Google Scholar