Article(id=1282036057701069043, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1282036038860255373, articleNumber=null, orderNo=null, doi=10.16265/j.cnki.issn1003-3033.2025.11.1388, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1750176000000, receivedDateStr=2025-06-18, revisedDate=1755792000000, revisedDateStr=2025-08-22, acceptedDate=null, acceptedDateStr=null, onlineDate=1783590815233, onlineDateStr=2026-07-09, pubDate=1764259200000, pubDateStr=2025-11-28, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1783590815233, onlineIssueDateStr=2026-07-09, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1783590815233, creator=13701087609, updateTime=1783590815233, updator=13701087609, issue=Issue{id=1282036038860255373, tenantId=1146029695717560320, journalId=1146031787341344770, year='2025', volume='35', issue='11', pageStart='1', pageEnd='268', issueExtLink='null', onlineDate='null', pubDate='1764259200000', pubDateStr='2025-11-28', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1783590810742, creator='13701087609', updateTime=1783593801313, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1282048582291276616, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1282036038860255373, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1282048582295470921, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1282036038860255373, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=72, endPage=80, ext={EN=ArticleExt(id=1282036057914978548, articleId=1282036057701069043, tenantId=1146029695717560320, journalId=1146031787341344770, language=EN, title=Study on reduction of seismic vulnerability of frame-elevated silo by base isolation, columnId=1149733269173878863, journalTitle=China Safety Science Journal, columnName=Safety engineering technology, runingTitle=null, highlight=null, articleAbstract=

To mitigate the seismic collapse risks of elevated silo structures, this study adopted base isolation devices to enhance their seismic performance. A photovoltaic-grade ethylene-vinyl acetate (EVA) packaging project was selected as the research object. A finite element model incorporating base isolation was developed using IDA, and seismic fragility analysis was conducted. The maximum inter-story drift ratio was selected as the Engineering Demand Parameter (EDP), while Peak Ground Acceleration (PGA) was adopted as the Intensity Measure (IM). The seismic performance and failure probability of the original structure and the base-isolated structure were compared and analyzed. The results demonstrate that under the rare earthquake (PGA = 0.22 g), peak inter-story drift ratios are reduced by 65.8% (X-direction) and 51.07% (Y-direction) through base isolation. Furthermore, the progression of plastic hinges is effectively suppressed, and the soft-story collapse mechanism is eliminated. Under the rare earthquake, the collapse probability of the base-isolated structure is significantly reduced from 3.63% to 0.173%. Compared to the original structure, the base-isolated structure exhibits significantly better capability in resisting collapse risks induced by low-probability seismic events. This research provides a theoretical foundation and practical guidelines for the seismic isolation design of elevated silo structures.

, authors=Yongzhe LUO¹, Jiahao ZHANG^{**, 2}, Zhenchao TENG², Jing JI², authorsList=Yongzhe LUO, Jiahao ZHANG, Zhenchao TENG, Jing JI, authorCompany=null, correspAuthors=Jiahao ZHANG, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, 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=1282036058401517815, articleId=1282036057701069043, tenantId=1146029695717560320, journalId=1146031787341344770, language=CN, title=基础隔震装置减少框架-高架筒仓地震易损性研究, columnId=1149733269727526997, journalTitle=中国安全科学学报, columnName=安全工程技术, runingTitle=null, highlight=null, articleAbstract=

为降低高架筒仓结构地震倒塌风险，以某光伏级乙烯-醋酸乙烯共聚物（EVA）包装楼工程为研究对象，基于增量动力分析（IDA）法构建基础隔震有限元模型，并开展地震易损性分析；选取最大层间位移角作为工程需求参数（EDP）、地面峰值加速度（PGA）作为地震动强度参数（IM），对比分析原结构与隔震结构的抗震性能及失效概率。研究结果表明：在罕遇地震（PGA = 0.22 g）作用下，通过基础隔震装置降低层间位移角峰值65.8%（X向）与51.07%（Y向），有效抑制塑性铰时序发展，消除软弱层倒塌机制；在罕遇地震作用下，隔震结构倒塌概率由3.63%显著降至0.173%；基础隔震装置相较于原结构能更好抵御小概率地震事件引起的倒塌风险。

, authors=罗勇哲高级工程师¹, 张家浩^{**, 2}, 滕振超教授², 计静教授², authorsList=罗勇哲高级工程师, 张家浩, 滕振超教授, 计静教授, authorCompany=null, correspAuthors=张家浩, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=TOM6uZOP+R+QjYmZ9BySrQ==, magXml=YIHb314i5vvtB4ue33gMTA==, pdfUrl=null, pdf=kS4ul1W2Njp9p6Bs3/GvGQ==, pdfFileSize=2430532, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=Y9TQTC9UWFxH0ThJzQgBqQ==, mapNumber=null, fund=null)}, authors=[Author(id=1282036058858696959, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1282036057701069043, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=luoyongzhe-hqc@cnpc.com.cn, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1282036058955165953, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1282036057701069043, authorId=1282036058858696959, language=EN, stringName=Yongzhe LUO, firstName=Yongzhe, middleName=null, lastName=LUO, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=¹Daqing Petrochemical Engineering Co., Ltd., Daqing Heilongjiang 163714, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1282036059018080514, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1282036057701069043, authorId=1282036058858696959, language=CN, stringName=罗勇哲高级工程师, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=¹大庆石化工程有限公司，黑龙江 大庆 163714, bio={"content":"

罗勇哲（1979—），男，黑龙江五常人，本科，高级工程师，主要从事油气田工程结构设计等方面的工作。E-mail: luoyongzhe-hqc@cnpc.com.cn。

"}, bioImg=null, bioContent=

罗勇哲（1979—），男，黑龙江五常人，本科，高级工程师，主要从事油气田工程结构设计等方面的工作。E-mail: luoyongzhe-hqc@cnpc.com.cn。

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