Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/62525
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorWu, B-
dc.creatorLiu, ZQ-
dc.creatorLam, SSE-
dc.creatorLi, H-
dc.date.accessioned2017-01-09T01:19:00Z-
dc.date.available2017-01-09T01:19:00Z-
dc.identifier.issn1007-6069-
dc.identifier.urihttp://hdl.handle.net/10397/62525-
dc.language.isozhen_US
dc.publisher中國學術期刊(光盤版)電子雜誌社en_US
dc.rights© 2002 中国学术期刊电子杂志出版社。本内容的使用仅限于教育、科研之目的。en_US
dc.rights© 2002 China Academic Journal Electronic Publishing House. It is to be used strictly for educational and research purposes.en_US
dc.subjectReinforced concreteen_US
dc.subjectCoupling beamen_US
dc.subjectSeismic performanceen_US
dc.subjectPseudodynamic testen_US
dc.titleExperimental study on seismic performance of existing reinforced concrete coupling beams in Hongkongen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage9-
dc.identifier.epage16-
dc.identifier.volume18-
dc.identifier.issue2-
dcterms.abstract通过5个钢筋混凝土连梁模型的伪静力试验,初步考察了香港地区未考虑抗震设防的现役钢筋混凝土连梁的抗震性能,讨论了不同设计参数对连梁抗震性能的影响,并与国外其他学者的试验结果进行了比较。-
dcterms.abstractBased on the test results of five reinforced concrete coupling beams, the seismic performance of existing reinforced concrete coupling beams in Hongkong is studied, and the influence of design parameters on the seismic performance of coupling beams is discussed. Comparison between the test results of this paper and other references is given.-
dcterms.accessRightsopen accessen_US
dcterms.alternative香港现役钢筋混凝土连梁的抗震性能试验研究-
dcterms.bibliographicCitation世界地震工程 (World information on earthquake engineering), June 2002, v. 18, no. 2, p. 9-16-
dcterms.isPartOf世界地震工程 (World information on earthquake engineering)-
dcterms.issued2002-
dc.identifier.rosgroupidr08673-
dc.description.ros2001-2002 > Academic research: refereed > Publication in refereed journal-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
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