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考虑碰撞效应的大型渡槽结构地震响应分析
引用本文:王博,黄亮,徐建国,孙丽萍,侯玉洁.考虑碰撞效应的大型渡槽结构地震响应分析[J].振动与冲击,2011,30(4):265-270.
作者姓名:王博  黄亮  徐建国  孙丽萍  侯玉洁
作者单位:1.郑州大学 水利与环境学院,郑州,450002;2.河南建筑职业技术学院,郑州,450007
基金项目:河南省科技厅基础与前沿技术研究项目
摘    要:摘 要:针对渡槽在地震作用下伸缩缝处的碰撞现象,建立考虑碰撞效应的渡槽动力分析模型,用非线性地震反应时程分析方法,研究了纵向地震作用下的碰撞效应对于渡槽地震响应的影响,分析比较了单边碰撞与双边碰撞对渡槽地震响应的影响差异,结果表明碰撞对渡槽结构的地震响应状态有所改变,渡槽槽身间的相对位移受碰撞的影响将减小,但碰撞产生的巨大撞击力对渡槽结构有较大危害,研究结果对大型渡槽结构的抗震设计具有一定的参考价值。

关 键 词:地震响应    渡槽    单边碰撞    双边碰撞  
收稿时间:2009-5-4
修稿时间:2010-2-5

Analysis of seismic response including pounding effect for a Large-Scale aqueduct
WANG Bo,HUANG Liang,XU Jian-guo,SUN Li-ping,HOU Yu-jie.Analysis of seismic response including pounding effect for a Large-Scale aqueduct[J].Journal of Vibration and Shock,2011,30(4):265-270.
Authors:WANG Bo  HUANG Liang  XU Jian-guo  SUN Li-ping  HOU Yu-jie
Affiliation:1. School of Water Conservancy and Environment Engineering Zhengzhou University 450002, Zhengzhou2. Henan Technical College of Construction 450007,Zhengzhou
Abstract:Aiming at pounding phenomenon at expansion joints of a large-scale aqueduct during earthquakes,a dynamic analysis model considering effects of collision was presented.With time history analysis method of nonlinear seismic responses,pounding effects of adjacent girders at expansion joints on seismic responses of a large-scale aqueduct were studied,and influences of two-sided and one-sided pounding on structural responses were also investigated.The results showed that the pounding changes the response states ...
Keywords:seismic response  aqueduct  one-sided pounding  two-sided pounding  
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