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地铁振动下基础隔振效应的实测与分析
引用本文:楼梦麟,贾宝印,陆秀丽,俞洁勤.地铁振动下基础隔振效应的实测与分析[J].同济大学学报(自然科学版),2011,39(11):1622-1628.
作者姓名:楼梦麟  贾宝印  陆秀丽  俞洁勤
作者单位:1. 同济大学 土木工程防灾国家重点实验室,上海,200092
2. 同济大学 建筑设计研究院(集团)有限公司,上海,200092
基金项目:上海市科委各类项目(项目编号)07JC14051
摘    要:对地铁附近的装有隔振支座的建筑物进行振动实测,获得了在地铁振动下基础和地下室地面的振动加速度时程记录.先在时域内,分析隔振后加速时程的变化,得到隔振的大致效果,然后计算出相应的傅立叶谱和1/3倍频程谱,可以得到隔振后振动在各个频段上的变化.在此基础上讨论隔振装置对地铁的振动传播的影响.结果表明:地铁运行引起的主要振动分量在45~75Hz,隔振装置对地铁振动水平分量的隔振效果显著,而对垂直分量有放大作用.

关 键 词:地铁振动  现场实测  振动加速度时程  傅里立谱  振级
收稿时间:8/29/2010 2:50:18 PM
修稿时间:9/26/2011 8:59:47 PM

Base Isolation Building Response to Subway induced Vibration and Its Analysis
LOU Menglin,JIA Baoyin,LU Xiuli and YU Jieqin.Base Isolation Building Response to Subway induced Vibration and Its Analysis[J].Journal of Tongji University(Natural Science),2011,39(11):1622-1628.
Authors:LOU Menglin  JIA Baoyin  LU Xiuli and YU Jieqin
Affiliation:State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai,200092,China;State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai,200092,China;The Architectural Design and Research Institute of Tongji University Group Co. Ltd.,Shanghai 200092,China;State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai,200092,China
Abstract:Vibration was measured on the buildings with the installed isolation bearings in the vicinity of subway,the records of time-history vibration at foundation and basement were obtained.In the time domain,the changes of acceleration time-history were analyzed after isolation,the general effect of isolation was obtained.After calculating the corresponding Fourier spectrum and one third octave band frequency spectrum,the changes of vibration were obtained in various frequency bands after the isolation.Then the e...
Keywords:subway-induced vibration  site measurement  time history of vibration acceleration  Fourier spectrum  vibration level  
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