您当前的位置：
首页 >
文章列表页 >
Seismic Performance of Friction Pendulum Isolated Bridge with Two-stage Displacement Restraining System under Extremely Rare Earthquake
更新时间：2025-06-11

    • Seismic Performance of Friction Pendulum Isolated Bridge with Two-stage Displacement Restraining System under Extremely Rare Earthquake

    • “In the field of bridge seismic resistance, experts have proposed a new type of rotating mass friction damper as a bridge limit device, which effectively reduces rare earthquake disasters and opens up new directions for bridge seismic research.”
    • Advanced Engineering Sciences   Pages: 1-12(2025)

    • DOI：10.12454/j.jsuese.202500147    

      CLC：

    • Received：06 March 2025，

      Revised：20 May 2025，

      Published Online：09 June 2025，

    移动端阅览

  • LIU Lipeng,ZHAO Guifeng,HE Hao,et al.Seismic Performance of Friction Pendulum Isolated Bridge with Two-stage Displacement Restraining System under Extremely Rare Earthquake[J].Advanced Engineering Sciences, DOI：10.12454/j.jsuese.202500147.XXXX,XX(XX):1‒12.

  •  
  •  

0

Views

0

下载量

0

CNKI被引量

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

Related Articles

Influence of Ambient Temperature on Seismic Response of SMA–LRB Isolated Bridge
Seismic performance analysis of energy dissipation building with non-preload variable friction inerter under extremely rare earthquake

Related Author

Yan SHI
Zhao CHENG
Haohao WANG
Yunshuai LIU
Wenxian WANG
Yinhai PEI
ZHAO Guifeng
LIU Wei

Related Institution

School of Civil Eng., Lanzhou Univ. of Technol.
School of Civil Eng., Guangzhou Univ.
Earthquake Eng. Research & Test Center, Guangzhou Univ.
Guangdong Provincial Key Lab. of Earthquake Eng. and Applied Techn.,Key Lab. of Earthquake Resistance, Earthquake Mitigation and Structural Safety, Ministry of Education
Qingdao Construction Eng. Management Service Center
0