您当前的位置:
首页 >
文章列表页 >
Comparison of analytical methods for the abutment-backfill interaction of a rigid frame bridge with high piers under seismic loading
更新时间:2023-11-25
    • Comparison of analytical methods for the abutment-backfill interaction of a rigid frame bridge with high piers under seismic loading

    • Journal of Civil,Architectural & Environmental Engineering   Vol. 38, Issue 6, Pages: 105-112(2016)
    • DOI:10.11835/j.issn.1674-4764.2016.06.014    

      CLC:
    • Received:10 May 2016

      Published:2016-12

    移动端阅览

  • Lueqin Xu, Wanzhi Qiao, Luping He, et al. Comparison of analytical methods for the abutment-backfill interaction of a rigid frame bridge with high piers under seismic loading[J]. Journal of Civil,Architectural & Environmental Engineering, 2016, 38(6): 105-112. DOI: 10.11835/j.issn.1674-4764.2016.06.014.

  •  
  •  
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

3

下载量

0

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

Flexural performance of prestressed RC-UHPC composite box girder
Longitudinal seismic mitigation systems of triple-tower suspension bridge with elastic-plastic central buckle
Crack resistance of prestressed RC-UHPC composite box girder
Fatigue crack growth of Q550E high strength steel and welded joint
Research status and prospect of assembled RC piers

Related Author

XIA Zhanghua
JI Bangchong
YANG Yang
LIN Shangshun
LIN Jianfan
ZHAO Jinbing
LYU Long
TANG Guangwu

Related Institution

School of Civil Engineering, Fuzhou University
Haoyao Times (Fujian) Group Co., Ltd.
Fujian Provincial Key Laboratory of Civil Engineering New Technology and Information Technology, Fujian University of Technology
Fujian Provincial Transportation Research Institute Co., Ltd
School of Civil Engineering, Chongqing University
0