文档介绍：摘要地铁结构一地铁车站及区间隧道结构抗震分析学校名称:东南大学研究生姓名:徐宏摘要导师姓名:王修信教授随着我国经济发展和城市建设加快,地铁成为解决城市交通拥挤的主要方法。1995年阪神地震中地铁结构的严重破坏给全世界人们一个警示:地下结构的抗震非常重要。所以今年来在我国地铁抗震问题日益受到人们的关注。本文通过对南京地铁车站和区间隧道结构在地震作用下的动力有限元计算分析,对结构在地震作用下的各种响应进行分析从而评估出两种结构的抗震性能,主要内容如下: ,得到其加速度、位移和应力响应。分析地铁车站结构的各种响应从而得到车站结构在基本烈度地震作用下的反应特性。 ,比较分析地铁车站结构在罕遇地震烈度和基本地震烈度作用下加速度、位移和应力响应的差别i通过对结构动力响应分析发现:车站结构顶部中的应力比较大,加速度响应也最大;两侧墙角隅处的应力也较大。从整个结构来看,结构顶板、各角隅处最容易发生破坏。因此在设计和施工过程中,应对上述部位予以足够的重视。 ,分析土与区间隧道结构共同作用的特性。 ,对地下结构抗震设计提出建议。关键词:地铁车站区间隧道动力有限元抗震分析 Abstract Anti--seismicAnalysis on Subway Station And Metro Tunnel Structrue Southeast university By Xu Hong Supervised byWang XiuXin Abstract With thedevelopment ofnational economy andconstruction incities,building ofmetro main method tosolve ongestion lessons from 1995 Hanshin earthquake show thatthe subway structures were heavily damaged during many main citiesin our country ale building metro gradually,SO more and more people areconcerned about theanti—seismic capacity ofthe subway structures. In this paper,by the dynamics finite element analysis method,the earthquake responses were calculated forsubway structures and metro tunnel under earthquake results are useful for assessing theanti-seismic stability ofsubway stationand metrotunnel studycontents ofthis paper are asfollows: calculation andanalysis ofsubway station are carried out under the action ofthreekinds ofearthquake intensity,and responses eleration,displacement and stress characteristic of structure under the basic earthquake intensity are obtained with ofeach response ofsubway station structure. response ofsubway station structure under theaction ofviolentearthquake calculated. Responses eleration,displacement and stress under the action ofviolent and basic earthquake intensity theanti-seismicanalysis,at thetop ofstructure