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dc.contributor.authorRen, Peiqi
dc.contributor.authorLi, Yi
dc.contributor.authorGuan, Hong
dc.contributor.authorLu, Xinzheng
dc.date.accessioned2017-05-03T13:10:10Z
dc.date.available2017-05-03T13:10:10Z
dc.date.issued2015
dc.identifier.issn0887-3828
dc.identifier.doi10.1061/(ASCE)CF.1943-5509.0000593
dc.identifier.urihttp://hdl.handle.net/10072/66322
dc.description.abstractExisting research on progressive collapse of building structures mainly focuses on concrete and steel frame structures. To investigate the progressive collapse resistance of high-rise reinforced concrete (RC) frame shear wall structures, two typical 15-story building models are designed with equivalent overall lateral resistance to seismic actions. However the structural layouts in resisting the lateral forces are quite different for the two buildings. Building A is a weak wall-strong frame structure whilst Building B is a strong wall-weak frame system. 3-D finite element models of the two structures are established using fiber beam and multilayer shell elements. The progressive collapse resistances of the frames and the shear walls in both structures are evaluated under various column (shear wall) removal scenarios. Results demonstrate that there is a difference in progressive collapse prevention performance for different structural layouts. The progressive collapse resistance tends to be inadequate for the strong wall-weak frame system. Such a system is subsequently re-designed using the linear static AP method proposed in GSA2003, through which the reliability and efficiency of the method is confirmed. The outcome of this study has provided a reference for progressive collapse prevention designs of typical and representative high-rise RC frame shear wall structures.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.format.extent1025940 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglish
dc.language.isoeng
dc.publisherAmerican Society of Civil Engineers
dc.publisher.placeUnited States
dc.relation.ispartofstudentpublicationN
dc.relation.ispartofpagefrom04014087-1
dc.relation.ispartofpageto04014087-9
dc.relation.ispartofjournalJournal of Performance of Constructed Facilities
dc.relation.ispartofvolume1
dc.rights.retentionY
dc.subject.fieldofresearchCivil engineering
dc.subject.fieldofresearchStructural engineering
dc.subject.fieldofresearchcode4005
dc.subject.fieldofresearchcode400510
dc.titleProgressive collapse resistance of two typical high-rise RC frame shear wall structures
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
gro.rights.copyright© 2014 American Society of Civil Engineers (ASCE). This is the author-manuscript version of this paper. Reproduced in accordance with the copyright policy of the publisher. Please refer to the journal's website for access to the definitive, published version.
gro.date.issued2015-04-20T00:07:38Z
gro.hasfulltextFull Text
gro.griffith.authorGuan, Hong


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