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椭圆墩底隔震桥墩滞回特性研究

方蓉 张文学 张国伟 焦驰宇

华中科技大学学报(自然科学版)2025,Vol.53Issue(2):78-87,10.
华中科技大学学报(自然科学版)2025,Vol.53Issue(2):78-87,10.DOI:10.13245/j.hust.250677

椭圆墩底隔震桥墩滞回特性研究

Study on hysteresis characteristics of isolated pier with elliptical pier bottom

方蓉 1张文学 2张国伟 3焦驰宇4

作者信息

  • 1. 北京建筑大学土木与交通工程学院,北京 100044
  • 2. 北京工业大学城市与工程安全减灾教育部重点实验室,北京 100124
  • 3. 北京建筑大学大型多功能振动台阵实验室,北京 102616
  • 4. 北京建筑大学大型多功能振动台阵实验室,北京 102616||北京建筑大学工程结构与新材料北京市高等学校工程研究中心,北京 100044
  • 折叠

摘要

Abstract

To study the hysteresis characteristics of isolated pier with elliptical pier bottom(IP-EPB),the pseudo-static tests were conducted on IP-EPBs before and after reinforcement,and the hysteresis characteristics of IP-EPBs before and after reinforcement were compared and analyzed.On this basis,the finite element model of an IP-EPB was established to study the effect of the long radius of the ellipse as well as the ratio of the long to short radii of the ellipse on the hysteresis characteristics of the IP-EPB.The results show that the lateral strength capacity and lateral stiffness of the IP-EPB can be improved by reinforcing pier bottom horseshoe,and the residual displacement and energy dissipation capacity of the IP-EPB are reduced by reinforcing pier bottom horseshoe.Increasing the long radius of the ellipse can enhance the lateral strength capacity and energy dissipation capacity of the IP-EPB.However,a larger value of long radius of the ellipse can lead to the yield failure of pier bottom.Therefore,it is recommended that the ratio of the long radius of the ellipse to the sectional height of pier bottom is 1.00~1.67.Increasing the ratio of the long to short radii of the ellipse can improve the self-centering ability of the IP-EPB and reduce the energy dissipation capacity of the IP-EPB.In order to ensure that the IP-EPB has good energy dissipation and self-centering abilities,it is suggested that the ratio of the long to short radii of the ellipse is 3~5.

关键词

桥梁抗震/椭圆墩底隔震桥墩/滞回特性/拟静力试验/椭圆长半径/椭圆长短半径之比

Key words

seismic design of bridge/isolated pier with elliptical pier bottom/hysteresis characteristic/pseudo-static test/the long radius of the ellipse/the ratio of the long to short radii of the ellipse

分类

交通工程

引用本文复制引用

方蓉,张文学,张国伟,焦驰宇..椭圆墩底隔震桥墩滞回特性研究[J].华中科技大学学报(自然科学版),2025,53(2):78-87,10.

基金项目

国家自然科学基金面上项目(51778022) (51778022)

北京市博士后工作经费资助项目(2023-zz-137) (2023-zz-137)

北京建筑大学青年教师科研能力提升计划资助项目(X23006). (X23006)

华中科技大学学报(自然科学版)

OA北大核心

1671-4512

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