Article(id=1242130230194799046, tenantId=1146029695717560320, journalId=1146031591421210625, issueId=1242130177564672227, articleNumber=null, orderNo=null, doi=10.3981/j.issn.1000-7857.2013.12.011, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1361808000000, receivedDateStr=2013-02-26, revisedDate=1364313600000, revisedDateStr=2013-03-27, acceptedDate=null, acceptedDateStr=null, onlineDate=1367078400000, onlineDateStr=2013-04-28, pubDate=1367078400000, pubDateStr=2013-04-28, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1367078400000, onlineIssueDateStr=2013-04-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1774076524539, creator=sys-migrate, updateTime=1774076524539, updator=sys-migrate, issue=Issue{id=1242130177564672227, tenantId=1146029695717560320, journalId=1146031591421210625, year='2013', volume='31', issue='12', pageStart='2', pageEnd='95', issueExtLink='null', onlineDate='null', pubDate='1367078400000', pubDateStr='2013-04-28', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=3, issueType=-1, specialIssue=null, createTime=1774076511992, creator='sys-migrate', updateTime=1774076511992, updator='sys-migrate', preIssue=null, nextIssue=null, articleTotal=null, ext=null, issueFiles=null, downloadFileDto=null}, startPage=64, endPage=68, ext={EN=ArticleExt(id=1242130234036785389, articleId=1242130230194799046, tenantId=1146029695717560320, journalId=1146031591421210625, language=EN, title=Refinement Simulation Study on the Elastoplastic Seismic Time History Analysis of Subway Station Interior Column, columnId=1242116080374710456, journalTitle=Science & Technology Review, columnName=Articles, runingTitle=null, highlight=null, articleAbstract=The paper has analyzed the mid-column section and come up with the idea of displacement response which was applied on rigorous component model. Three-dimensional elastic-plastic time history analysis of subway station mid-column under earthquake action was achiered. The subway station was submitted to sectional elastic-plastic time history analysis,and relative displacement time history response of both ends of the mid-column was obtained. Then relative displacement time history response was applied to the both ends of elaborate model of mid-column to achieve the time history response in the earthquake action. The results showed that mid-column generated a large-scale plastic zone when rare earthquake was applied at 3.94s. In addition, the concrete of the end portion of mid-column failed, even fell off, and the plastic hinge fully formed at 4.6s and 5.0s. The results of refinement simulation of mid-column was in accordance with that of section simulation of subway station. Moreover it was very similar to the actual earthquake damage., authors=LI Xibing, WANG Zewei, PENG Kang, LIU Zhixiang, authorsList=LI Xibing;WANG Zewei;PENG Kang;LIU Zhixiang, authorCompany=College of Resources and Safety Engineering, Central South University, Changsha 410083, China, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=XpFuNtsmgOsH7uSqm8dqxw==, pdfFileSize=2297780, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1242130233017565651, articleId=1242130230194799046, tenantId=1146029695717560320, journalId=1146031591421210625, language=CN, title=地铁车站中柱弹塑性地震时程分析精细化仿真, columnId=1146540929516700224, journalTitle=科技导报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=为了研究地铁车站中柱在地震作用下的响应,运用先进截面整体分析,从中获取位移响应施加于构建精细构件模型的思路,实现了地铁车站中柱在地震作用下的三维弹塑性时程分析。首先对地铁车站进行截面弹塑性时程分析,获取中柱两端的相对位移时程响应,施加于中柱的精细模型两端,以达到模拟中柱在地震作用下的时程反应的目的。结果显示,在施加的罕遇地震作用下,3.94s时中柱产生大规模的塑性区,在4.6s和5.0s时,中柱端部的混凝土相继失效甚至脱落,完全形成塑性铰。中柱的精细模拟与地铁车站截面模拟的结果吻合,并且与实际震害非常相似。, authors=李夕兵, 王泽伟, 彭康, 刘志祥, authorsList=李夕兵;王泽伟;彭康;刘志祥, authorCompany=中南大学资源与安全工程学院,长沙 410083, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=oE1lEERUBtp2X51S0IRBmA==, pdfFileSize=2297780, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null)}, authors=null, keywords=[Keyword(id=1242130232652661199, tenantId=1146029695717560320, journalId=1146031591421210625, 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