您当前的位置：
首页 >
文章列表页 >
Seismic response characteristics of ECC pile-energy dissipation anchor ductile retaining structure
Civil Engineering | 更新时间：2025-11-14

    • Seismic response characteristics of ECC pile-energy dissipation anchor ductile retaining structure

    • “In the field of earthquake landslide control, experts have significantly improved the seismic resilience of pile anchor structures by introducing viscous dampers and ECC resilient components, providing new solutions for earthquake landslide control.”
    • Journal of Civil and Environmental Engineering   Vol. 47, Issue 2, Pages: 76-88(2025)

    • DOI：10.11835/j.issn.2096-6717.2024.015    

      CLC： TU435

    • Received：20 November 2023，

      Published：25 April 2025

    移动端阅览

  • DING Xuanming,LIU Xuecheng,WANG Chunyan,et al.Seismic response characteristics of ECC pile-energy dissipation anchor ductile retaining structure[J].Journal of Civil and Environmental Engineering,2025,47(02):76-88. DOI： 10.11835/j.issn.2096-6717.2024.015.

  •  
  •  

0

Views

7

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

Experimental study on seismic performance of a novel concrete-filled square steel tubular spliced columns with grouting anchor connections
Shaking table model test study of pile-anchor support system for bedding rock slope with building pile foundation
Seismic performance and horizontal bearing capacity calculation model of coupled masonry walls
Experimental analysis on seismic behavior of low yield ratio high strength steel box-section column

Related Author

ZHENG Liwen
LI Zhi
ZHAO Liang
HU Shaowei
LI Jinghao
QI Hao
WU Shuguang
MAO Zhennan

Related Institution

School of Civil and Hydraulic Engineering, Zhengzhou University
School of Civil Engineering, Chongqing University
Southwest China Research Institute of Electronic Equipment
CISDI Engineering Co., Ltd.
Development Planning and Quality Assurance Department, Chongqing Electric Power College
0