NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC PERFORMANCE OF BAILIN TEMPLE PAGODA

Zhou Zhanxue; Ma Jiansuo; Zhang Hai

doi:10.13204/j.gyjz201002017

Volume 40 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(2): 74-76,63

Zhou Zhanxue, Ma Jiansuo, Zhang Hai. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC PERFORMANCE OF BAILIN TEMPLE PAGODA[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 74-76,63. doi: 10.13204/j.gyjz201002017

Citation:

Zhou Zhanxue, Ma Jiansuo, Zhang Hai. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC PERFORMANCE OF BAILIN TEMPLE PAGODA[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 74-76,63. doi: 10.13204/j.gyjz201002017

Zhou Zhanxue, Ma Jiansuo, Zhang Hai. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC PERFORMANCE OF BAILIN TEMPLE PAGODA[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 74-76,63. doi: 10.13204/j.gyjz201002017

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NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC PERFORMANCE OF BAILIN TEMPLE PAGODA

doi: 10.13204/j.gyjz201002017

1.
1. Department of Civil Engineering,Tianjin University,Tianjin 300072,China;
2.
2. Hebei Institute of Architecture and Civil Engineering,Zhangjiakou 075024,China;
3.
3. Tianjin Institute of Urban Construction,Tianjin 300384,China

Received Date: 2009-03-10
Publish Date: 2010-02-20

Abstract

Abstract

The seismic response of Bailin Temple Pagoda was investigated by ANSYS software in this paper.The Solid 65 element and integral continuum model were applied,and stress-strain relationship of masonry structures was defined by the theory of multilinear kinematic hardening(MKIN) while creating the model.The result indicated that the lower floor of pagoda was prone to bring cracks and destroyed owing to larger tension stress,and top of pagoda was destroyed easily owing to excessive displacement.Finally reinforced measures were proposed with the hoop steel or carbon cloth.
- Bailin Temple Pagoda,
- aseismic,
- nonlinear,
- finite element analysis

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References(6)

References

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施楚贤.砌体结构[M].北京:中国建筑工业出版社,2003:35-36.

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