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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.

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References

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

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  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)

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  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)

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Authors and Affiliations

  1. School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, 430070, China

    Zhi Zhang, Qian Gu & Shaomin Peng

  2. Central-South Architectural Design Institute, Wuhan, 430071, China

    Quanzhi Cai

Authors
  1. Zhi Zhang
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  2. Qian Gu
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  3. Shaomin Peng
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  4. Quanzhi Cai
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Corresponding author

Correspondence to Zhi Zhang.

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Translated from Journal of Wuhan University of Technology, 2007, 29 (Suppl. II): 118-123 [译自: 武汉理工大学学报]

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Zhang, Z., Gu, Q., Peng, S. et al. Nonlinear finite element analysis of short-limbed wall. Front. Archit. Civ. Eng. China 3, 125–130 (2009). https://doi.org/10.1007/s11709-009-0025-2

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  • DOI: https://doi.org/10.1007/s11709-009-0025-2

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