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纯滚动隔震系统位移计算方法的对比分析
引用本文:魏标,戴公连,于向东,曾庆元,王军文. 纯滚动隔震系统位移计算方法的对比分析[J]. 土木与环境工程学报, 2012, 34(5): 116-120
作者姓名:魏标  戴公连  于向东  曾庆元  王军文
作者单位:[1]中南大学土木工程学院,长沙410075 [2]石家庄铁道大学土木工程学院,石家庄050043
基金项目:中国博士后科学基金(2011M500983); 河北省自然科学基金(E2011210028); 中南大学博士后科研启动基金; 中南大学自然探索计划(2012QNZT047)
摘    要:针对纯滚动隔震系统,根据其地震位移反应规律,编制了数值分析程序;采用实验方法和理论分析方法,对比分析了数值分析程序和传统的刚塑性力位移曲线方法。结果表明,数值分析程序比较合理,计算结果比较精确,且偏于保守;传统的刚塑性力位移曲线方法不合理,计算结果偏小;地震作用下,结构的最大相对位移可能超越地面的最大绝对位移。

关 键 词:结构  隔震  滚动摩擦  地震位移  计算方法

Comparison Analysis of Calculation Methods of Seismic Displacement for the Isolation System Based on Pure Rolling
WEI Biao,DAI Gonglian,YU Xiangdong,ZENG Qingyuan and WANG Junwen. Comparison Analysis of Calculation Methods of Seismic Displacement for the Isolation System Based on Pure Rolling[J]. Journal of Civil and Environmental Engineering, 2012, 34(5): 116-120
Authors:WEI Biao  DAI Gonglian  YU Xiangdong  ZENG Qingyuan  WANG Junwen
Affiliation:1.School of Civil Engineering,Central South University,Changsha 410075,P.R.China; 2.School of Civil Engineering,Shijiazhuang Tiedao University,Shijiazhuang 050043,P.R.China)
Abstract:With the isolation system based on pure rolling as the object of study,the computer program was develeped to calculate its seismic displacement based on its characteristics.And then,experiment method and theory analysis method were adopted to analyze the new computer program and the traditional calculation method's rationality in contrast.It is shown that the computer program is reasonable,and its results are relatively accurate and conservative.The traditional calculation method based on the rigid-plastic relation of force and displacement is illogical,and its results are relatively small.When subjected to earthquakes,the structure's maximum relative displacement would be larger than the earth's maximum absolute displacement.
Keywords:structure  seismic isolation  rolling friction  seismic displacement  calculation method
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