首页 | 本学科首页   官方微博 | 高级检索  
     检索      

液化大变形条件下地铁车站结构动力反应大型振动台试验研究
引用本文:庄海洋,陈国兴,杜修力,李亮,左熹.液化大变形条件下地铁车站结构动力反应大型振动台试验研究[J].地震工程与工程振动,2007,27(4):94-97.
作者姓名:庄海洋  陈国兴  杜修力  李亮  左熹
作者单位:1. 南京工业大学,岩土工程研究所,江苏,南京,210009
2. 北京工业大学,建筑工程学院,北京,100022
基金项目:国家自然科学基金项目(50578076,50508002),江苏省高校自然科学基金(07KJB560040),城市与工程安全减灾省部共建教育部重点实验室、工程抗震与结构诊治北京市重点实验室开放基金(EESR2006090)
摘    要:本文对浅埋于可液化南京细砂地基中的地铁车站结构的大型振动台试验结果进行了进一步的整理,主要分析了地铁车站结构侧向地基土发生液化大变形时车站结构的应变反应、加速度反应和土与结构侧墙之间接触面的动土压力反应,结果表明:地铁车站结构侧向土体发生液化大变形时,地基土的大变形造成地铁车站结构中柱和侧墙都发生较大的不可恢复的残余变形;在侧墙底部记录的动土压力反应幅值明显比中部和顶部处记录的值要大,中板处的峰值加速度都比底板处的对应值要大。

关 键 词:液化场地  地铁车站  大型振动台  模型试验
文章编号:1000-1301(2007)04-0094-04
修稿时间:2007-01-12

Analysis of earthquake response of subway station built on liquefied soil by large-scale shaking table testing
ZHUANG Haiyang,CHEN Guoxing,DU Xiuli,LI Liang,ZUO Xi.Analysis of earthquake response of subway station built on liquefied soil by large-scale shaking table testing[J].Earthquake Engineering and Engineering Vibration,2007,27(4):94-97.
Authors:ZHUANG Haiyang  CHEN Guoxing  DU Xiuli  LI Liang  ZUO Xi
Institution:1. Institute of Geoteehnieal Engineering, Nanjing University of Technology Nanjing, 210009, China; 2. College of Architecture and Civil Engineering, Beijing University of Technology Beijing, 100022, China
Abstract:A large-scale shaking table test for subway station structure built on the liquefied saturate sand soil is implemented.The earthquake response and the dynamic soil pressure on the interface between soil and subway station structure are mainly analyzed.From the testing results,it is obvious that the large residual strain developed because of the large strain of liquefied soil beside the subway station.The dynamic soil pressure on the bottom of the side wall is obviously larger than that on the top of the side wall.The peak acceleration of the middle plate is obviously larger than that of the bottom plate.At the same time,some other valuable conclusions are put forward.
Keywords:liquefied site  subway station structure  large-scale shaking table testing  model test
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号