Finite Element Analysis on Seismic Behavior of Typical Residence in Yunnan

Dan Wang; Zhong Tao; Ling Xu Li

doi:10.4028/www.scientific.net/AMR.838-841.1476

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Modal Analysis and Seismic Response Evaluation on Structures of Advanced PWR
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Finite Element Analysis on Seismic Behavior of Typical Residence in Yunnan
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Finite Element Analysis on Seismic Behavior of...

Finite Element Analysis on Seismic Behavior of Typical Residence in Yunnan

Abstract:

Based on the actual inspection to typical Stilt timberwork residence in Puer of Yunnan.This paper find that many places still inadequate, of which the most outstanding part were lack of plinth , the defects of support in the node , the lack of beams and columns ,etc. A contrast analysis of maximum sheers in every storeys and storey drift are made between unreinforced and reinforced slopes by using the finite element software of etabs , which verified the rationality of the strengthening scheme.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

1476-1479

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.1476

Citation:

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Online since:

November 2013

Authors:

Dan Wang, Zhong Tao*, Ling Xu Li

Keywords:

Etabs, Finite Element Analysis (FEA), Maximum Sheers, Seismic Behavior, Storey Drift, Strengthening

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* - Corresponding Author

References

[1] Jipeng Ke, in: Research on seismic performance and strengthening methods of old buildings[D]. Beijing university of technology , (2004).

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[2] Hongpeng Ge, in: Experimental Study on Seismic Behavior of Chinese Ancient Wooden Building with Strengthened Mortise-Tenon[D]. Xi'an University of Architecture and Technology, (2004).

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[3] Lingxu Li, in: Research on Bearing capacity and Reinforcement measures of Typical Ganlan-style residence in Jingmai and Mangjing[D]. Kunming university of science and technology, (2013).

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