SEISMIC RESPONSE ANALYSIS OF INTERACTION SYSTEM OF MASONRY PAGODA AND SUBSOIL

Lu Junlong; Liu Boquan; Zhang Yin; He Bin; Yuan Chunyan

doi:10.13204/j.gyjz201206022

Volume 42 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(6): 102-105,147

Lu Junlong, Liu Boquan, Zhang Yin, He Bin, Yuan Chunyan. SEISMIC RESPONSE ANALYSIS OF INTERACTION SYSTEM OF MASONRY PAGODA AND SUBSOIL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 102-105,147. doi: 10.13204/j.gyjz201206022

Citation:

Lu Junlong, Liu Boquan, Zhang Yin, He Bin, Yuan Chunyan. SEISMIC RESPONSE ANALYSIS OF INTERACTION SYSTEM OF MASONRY PAGODA AND SUBSOIL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 102-105,147. doi: 10.13204/j.gyjz201206022

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SEISMIC RESPONSE ANALYSIS OF INTERACTION SYSTEM OF MASONRY PAGODA AND SUBSOIL

doi: 10.13204/j.gyjz201206022

1.
1. School of Civil Engineering,Xi'an University of Technology,Xi'an 710048,China;
2.
2. School of Building Engineering,Chang'an University,Xi'an 710063,China;
3.
3. School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China

Received Date: 2012-01-20
Publish Date: 2012-06-20

Abstract

Abstract

In order to study the characters of seismic response of masonry pagoda under the interaction of soil andIn order to study the characters of seismic response of masonry pagoda under the interaction of soil andstructure, to refer to seismic reinforcement to masonry pagoda, artifical boundary conditions ware set up, and thecalculation model which included interaction system of soil and structure of Xuanzhuang Pagoda in Xingjiao Temple inXi' an, Shaanxi Province was established. Under three dimension earthquake waves, the seismic response analysiswas done by time history analysis method. The follows were indicated by calculation results that the maximum value ofhorizontal stress, the vertical stress and the axial stress of the tower were located in the mid of the structure. And thestory drift in the mid and top of the structure was larger than the other and the maximum value was in the mid.Therefore, the mid story and top story were critical seismic sections of masonry pagoda.structure, to refer to seismic reinforcement to masonry pagoda, artifical boundary conditions ware set up, and the calculation model which included interaction system of soil and structure of Xuanzhuang Pagoda in Xingjiao Temple in Xi' an, Shaanxi Province was established. Under three dimension earthquake waves, the seismic response analysis was done by time history analysis method. The follows were indicated by calculation results that the maximum value of horizontal stress, the vertical stress and the axial stress of the tower were located in the mid of the structure. And the story drift in the mid and top of the structure was larger than the other and the maximum value was in the mid. Therefore, the mid story and top story were critical seismic sections of masonry pagoda.
- interaction of soil and structure,
- masonry pagoda,
- seismic performance,
- dynamic response

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References(9)

References

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[6] Lee Chan-Hee,Lee Myeong-Seong,Suh Man-Cheol,et al.Weathering and Deterioration of Rock Properties of the DabotapPagoda(World Cultural Heritage),Republic of Korea[J].Environmental Geology,2005,47(4):547-557.

[7] 陈平,赵冬,姚谦峰.西安大雁塔抗震能力探讨[J].建筑结构学报,1999,20(1):46-49.

[8] 李丽娟,施明诚,梅占馨.大雁塔地震可靠性分析[J].应用力学学报,1994,11(2):86-91.

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