RESEARCH ON SEISMIC REINFORCEMENT METHODS FOR MASONRY PAGODAS

Yao Qianfeng; Lu Junlong; Zhang Yin

doi:10.13204/j.gyjz200709027

Volume 37 Issue 9

Dec. 2014

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Yao Qianfeng, Lu Junlong, Zhang Yin. RESEARCH ON SEISMIC REINFORCEMENT METHODS FOR MASONRY PAGODAS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 115-118. doi: 10.13204/j.gyjz200709027

Citation:

Yao Qianfeng, Lu Junlong, Zhang Yin. RESEARCH ON SEISMIC REINFORCEMENT METHODS FOR MASONRY PAGODAS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 115-118. doi: 10.13204/j.gyjz200709027

Yao Qianfeng, Lu Junlong, Zhang Yin. RESEARCH ON SEISMIC REINFORCEMENT METHODS FOR MASONRY PAGODAS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 115-118. doi: 10.13204/j.gyjz200709027

Citation:

Yao Qianfeng, Lu Junlong, Zhang Yin. RESEARCH ON SEISMIC REINFORCEMENT METHODS FOR MASONRY PAGODAS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 115-118. doi: 10.13204/j.gyjz200709027

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RESEARCH ON SEISMIC REINFORCEMENT METHODS FOR MASONRY PAGODAS

doi: 10.13204/j.gyjz200709027

1.
College of Civil Engineering,Xi'an University of Architecture and Technology Xi'an 710055

Received Date: 2007-04-05
Publish Date: 2007-09-20

Abstract

Abstract

Masonry pagodas are outstanding examples of ancient high -rise buildings. Built long ago, many pagodas aresuffered from earthquakes. To prevent them from destruction by earthquakes, it is necessary to research on seismicreinforcement methods for them with mechanism of seismic disaster. Applying time history analysis method, the XingjiaoTemple? s Pagoda in Xi-an, Shaanxi Province which is a key national relic, the seismic analysis has been done for it underhorizontal and vertical affects by earthquake. In light of calculation results, the forming mechanism of masonry pagodas isdiscussed and some seismic reinforcement measures are put forward.
- masonry pagoda,
- seismic response analysis,
- seismic disaster analysis,
- earthquake