EARTHQUAKE RISK ASSESSMENT OF ANCIENT MASONRY TOWER

Chen Ping; Yun Zuoyi; Song Zewei

doi:10.13204/j.gyjz201504018

Volume 45 Issue 4

Jun. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(4): 98-102

FU Bo, LI Zijie, LIN Chenhao, ZHOU Huajun, TONG Genshu. Experimental Research on Seismic Performance of Steel Plate Shear Wall with Outer Decorative Layer Considering the Effect of Vertical Load[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 49-56. doi: 10.13204/j.gyjzG22062012

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Chen Ping, Yun Zuoyi, Song Zewei. EARTHQUAKE RISK ASSESSMENT OF ANCIENT MASONRY TOWER[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 98-102. doi: 10.13204/j.gyjz201504018

Citation:

Chen Ping, Yun Zuoyi, Song Zewei. EARTHQUAKE RISK ASSESSMENT OF ANCIENT MASONRY TOWER[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 98-102. doi: 10.13204/j.gyjz201504018

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EARTHQUAKE RISK ASSESSMENT OF ANCIENT MASONRY TOWER

doi: 10.13204/j.gyjz201504018

Publish Date: 2015-04-20

Abstract

Abstract

To build the risk evaluation system of ancient masonry pagodas under earthquake，vulnerability index was selected based on seismic properties and seismic damage investigation to plot fragility curve． Then it was built a mathematical model of earthquake risk by combining vulnerability analysis with seismic risk analysis，and also considering structural damage probability and seismic damage，which could quantify earthquake risk． With which the probability risk of Xiaoyan Tower was analysed and its risk value was calculated，so that it could be better protected．
- ancient masonry tower,
- fragility curve,
- hazard analysis,
- risk assessment

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通讯作者: 陈斌, bchen63@163.com

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沈阳化工大学材料科学与工程学院沈阳 110142

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