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典型文献
Influence of spiral anchor composite foundation on seismic vulnerability of raw soil structure
文献摘要:
A typical single-layer raw soil structure in villages and towns in China is taken as the research object.In the probabilistic seismic demand analysis,the seismic demand model is obtained by the incremental dynamic time history analysis method.The seismic vulnerability analysis is carried out for the raw soil structure of non-foundation,strip foundation,and spiral anchor composite foundation,respectively.The spiral anchor compos-ite foundation can reduce the seismic response and failure state of raw soil structure,and the performance level of the structure is significantly improved.Structural requirements sample data with the same ground motion in-tensity are analyzed by linear regression statistics.Compared with the probabilistic seismic demand model under various working conditions,the seismic demand increases gradually with the increase of intensity.The seismic vulnerability curve is summarized for comparative analysis.With the gradual deepening of the limit state,the reduction effect of spiral anchor composite foundation on the exceedance probability becomes more and more obvious,which can reduce the probability of structural failure to a certain extent.
文献关键词:
作者姓名:
Shiwei Hou;Guangliang Gao;Hao Zhang;Zhanwen Lai;Junyan Han
作者机构:
School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China;The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education,Beijing University of Technology,Beijing 100124,China
引用格式:
[1]Shiwei Hou;Guangliang Gao;Hao Zhang;Zhanwen Lai;Junyan Han-.Influence of spiral anchor composite foundation on seismic vulnerability of raw soil structure)[J].地震研究进展(英文),2022(04):79-85
A类:
B类:
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AB值:
0.466932
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