您当前的位置:
首页 >
文章列表页 >
Dynamic Response and Characteristics of the Ground Fissure Site under Earthquake
更新时间:2025-09-25
    • Dynamic Response and Characteristics of the Ground Fissure Site under Earthquake

    • Journal of Disaster Prevention and Mitigation Engineering   Vol. 42, Issue 1, Pages: 60-68(2022)
    • DOI:10.13409/j.cnki.jdpme.201912002    

      CLC: TU435
    • Published:28 February 2022

    移动端阅览

  • XIONG Zhongming,WANG Jingdong,ZHANG Chao,et al.Dynamic Response and Characteristics of the Ground Fissure Site under Earthquake[J].Journal of Disaster Prevention and Mitigation Engineering,2022,42(01):60-68. DOI: 10.13409/j.cnki.jdpme.201912002.

  •  
  •  
icon
试读结束,您可以激活您的VIP账号继续阅读。
去激活 >
icon
试读结束,您可以通过登录账户,到个人中心,购买VIP会员阅读全文。
已是VIP会员?
去登录 >

0

Views

0

下载量

2

CSCD

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Study on Failure Paths and Dynamic Response Characteristics of Bridges under Earthquake‑induced Rockfall Cascading Disasters
Study on The Impact Dynamic Response of Viscous Debris Flow on Oil and Gas Pipelines in Mountainous Areas
Numerical Simulation Analysis of Surface Rupture‑Foundation‑Frame Structure Interaction under Fault Action
Experimental and Numerical Simulation Study on Combustion Characteristics of Multifunctional Massage Chairs
Research on Instability and Collapse of Seismic Slopes Based on Continuous‑discontinuous Method

Related Author

CHEN Yuxuan
WEN Jianian
SONG Yanchen
HAN Qiang
DU Xiuli
DING Hongchao
CHEN Bowei
XU Longjun

Related Institution

State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing University of Technology
China Merchants Chongqing Communications Research & Design Institute Co., Ltd.
College of Oil&Natural Gas Engineering, Southwest Petroleum University
Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration
State Key Laboratory of Precision Blasting, Jianghan University
0