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Influence of spiral anchor composite foundation on seismic vulnerability of raw soil structure

Shiwei Hou Guangliang Gao Hao Zhang Zhanwen Lai Junyan Han

地震研究进展(英文)2022,Vol.2Issue(4):79-85,7.
地震研究进展(英文)2022,Vol.2Issue(4):79-85,7.

Influence of spiral anchor composite foundation on seismic vulnerability of raw soil structure

Influence of spiral anchor composite foundation on seismic vulnerability of raw soil structure

Shiwei Hou 1Guangliang Gao 1Hao Zhang 1Zhanwen Lai 1Junyan Han2

作者信息

  • 1. School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China
  • 2. The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education,Beijing University of Technology,Beijing 100124,China
  • 折叠

摘要

关键词

Spiral anchor/Raw soil structure/Probabilistic seismic demand analysis/Incremental dynamic time history analysis/Seismic vulnerability analysis

Key words

Spiral anchor/Raw soil structure/Probabilistic seismic demand analysis/Incremental dynamic time history analysis/Seismic vulnerability analysis

引用本文复制引用

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),2022,2(4):79-85,7.

基金项目

The authors would like to thank the financial supports from the Na-tional Key R&D Program of China(2018YFD1100404)and the Program of Liaoning Provincial Department of Education(LJKZ0564).The sup-ports from the Key Laboratory of Urban Security and Disaster Engi-neering of Ministry of Education,Beijing University of Technology(2022B08)are also gratefully acknowledged. (2018YFD1100404)

地震研究进展(英文)

OACSCD

2096-9996

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