Research on dynamic response of pier column structures in ice-plagued area under highly seismic action

SONG Bo; NIU Li-chao; HUANG Shuai; QI Fu-qiang

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Research on dynamic response of pier column structures in ice-plagued area under highly seismic action

更新时间：2026-06-25

- Research on dynamic response of pier column structures in ice-plagued area under highly seismic action
- Vol. 35, Issue S1, (2014)
- 作者机构：
  
  北京科技大学土木与环境工程学院,北京,100083
- 作者简介：
- 基金信息：
- DOI：
  CLC： U443
- Online First：20 June 2014，
  
  Published：2014
- 稿件说明：
移动端阅览
SONG Bo, NIU Li-chao, HUANG Shuai, et al. Research on dynamic response of pier column structures in ice-plagued area under highly seismic action[J]. 2014, 35(S1).
DOI：

SONG Bo, NIU Li-chao, HUANG Shuai, et al. Research on dynamic response of pier column structures in ice-plagued area under highly seismic action[J]. 2014, 35(S1). DOI：

摘要

地震作用下冰水域桥墩受到动水压力与动冰荷载的的双重影响。基于Morison动水理论和Croteau动冰力模型，提出一种适用于冰水域桥墩动力时程反应分析的简便计算模型，通过振动台试验验证了其有效性，并分析了海冰质量和水深对冰海域桥墩动力响应的影响。结果表明，强震作用下有冰时墩底最大曲率比无冰时最大增加8.93倍，桥墩被自由冰包围时，墩底截面出现最大曲率时对应的海冰质量随着水深的增加而变大；随着冰质量的持续增大，墩身最大位移易超越极限位移，造成桥梁垮塌，在桥梁设计中应重点考虑。

Abstract

The bridge piers located in the ice-plagued area are influenced by hydrodynamic pressure and dynamic ice-load under seismic action. Based on the Morison hydrodynamic theory and Croteau dynamic ice model

a simple calculating model for the time-history analysis subject to seismic effect for pier column structures in the ice-plagued area has been proposed; and its effectiveness has been verified with the shaking table test; the effect of ice mass and water depth on pier column has been analyzed as well. The results show that the maximum curvature at the bottom of pier with ice increased by 8.93 times than the case without ice. The ice mass corresponding to the maximum curvature of the cross-section at bottom of pier increased with the water depth. The maximum displacement of pier can exceed the limiting displacement easily with the increase of ice mass

which leads to a sudden collapse of bridges

and should been taken a key consideration in the aseismatic design of bridge.

关键词

Keywords

references

Views

2463

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Application of shape acceleration array technology to shaking table model test of soil-structure system

Research on seismic response of anti-sliding sheet pile wall by shaking table test

Numerical analysis of shaking table test for prestressed pipe piles

Shaking table test on seismic response of railway embankment slopes with different compaction degrees

Shaking table model test on slope dynamic deformation and failure

Related Author

NI Ke-chuang

GAO Wen-sheng

QU Hong-lue

ZHANG Jian-jing

LIU Chun-yuan

LI Guang-hong

LI Bing

LIN Yu-liang

Related Institution

Institute of Foundation Engineering, China Academy of Building Research

School of Civil Engineering, Southwest Jiaotong University

School of Civil Engineering, Hebei University of Technology

School of Civil Engineering, Central South University

State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology

AI问答

⁰