Nonlinear finite element analysis of short-limbed wall

Zhi ZHANG; Qian GU; Shaomin PENG; Quanzhi CAI

doi:10.1007/s11709-009-0025-2

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Front. Struct. Civ. Eng. ›› 2009, Vol. 3 ›› Issue (2) : 125-130. DOI: 10.1007/s11709-009-0025-2

RESEARCH ARTICLE

Nonlinear finite element analysis of short-limbed wall

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Abstract

Combined with the actual project, this paper carries out a nonlinear finite element analysis on 2 groups, 6 short-limbed shear walls, through the finite element calculation software ANSYS. The stress-strain relation of the models, and the effects of the type of sections and the axial compression ratios on the models can be obtained, providing a reference for future design.

Keywords

short-limbed wall (SLW) / nonlinear finite element / separate model / axial compression ratios

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Zhi ZHANG, Qian GU, Shaomin PENG, Quanzhi CAI. Nonlinear finite element analysis of short-limbed wall. Front Arch Civil Eng Chin, 2009, 3(2): 125‒130 https://doi.org/10.1007/s11709-009-0025-2

References

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[1]	Zhang Zhi. Nonlinear Finite Element Analysis of Short Leg Wall on the Box Transition Storey. Wuhan: Wuhan University of Technology, 2007 (in Chinese)

[2]	Cai Quanzhi, Gao Zhan, Li Hua, Peng Shaomin. Experiment of SLW under monotonic and cyclic reversed loading and its ANSYS analysis. Journal of Wuhan University of Technology, 2005, 27(12): 49-52 (in Chinese)

[3]	Song Jianxue, Peng Shaomin, Liu Lixin. Short-limbed wall structure under horizontal cyclic loading test. Journal of Huazhong University of Science and Technology, 2002, 19(1): 91-94 (in Chinese)