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基于隔震支座的连续梁桥隔震效果研究
引用本文:陈小玲.基于隔震支座的连续梁桥隔震效果研究[J].交通标准化,2012(9):60-62.
作者姓名:陈小玲
作者单位:新疆交通规划勘察设计研究院,新疆 乌鲁木齐,830002
摘    要:介绍桥梁隔震支座的原理及基本特性,对一座三跨连续梁分别在普通支座和隔震支座条件下的地震响应力学特性进行对比分析,结果表明采用隔震支座能有效改善连续梁桥的抗震性能。

关 键 词:桥梁  隔震  铅芯橡胶支座  对比  优越性

Isolating Affection of Continuous Beam Bridge Based on Isolation Bearing
CHEN Xiao-ling.Isolating Affection of Continuous Beam Bridge Based on Isolation Bearing[J].Communications Standardization,2012(9):60-62.
Authors:CHEN Xiao-ling
Institution:CHEN Xiao-ling(Xinjiang Traffic Planning,Survey & Design Institute,Urumqi 830002,China)
Abstract:This paper introduces the principle and basic characteristics of bridge isolation bearing.By comparing and analyzing the mechanical properties of seismic response of one three-span continuous beam under the condition of ordinary bearing and isolation bearing,the result shows that isolation bearing can improve the seismic performance of continuous beam bridge effectively.
Keywords:bridge  isolating  lead rubber bearing  compare  superiority
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