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dc.contributor.convenorY.M. Xieen_AU
dc.contributor.authorGustafson, A.en_US
dc.contributor.authorGuan, Hongen_US
dc.contributor.authorLanger, J.en_US
dc.contributor.editorY.M. Xie, A.P. Mouritz, A. Afaghi Khatibi, C. Gardiner, W.K. Chiuen_US
dc.date.accessioned2017-04-24T10:15:52Z
dc.date.available2017-04-24T10:15:52Z
dc.date.issued2005en_US
dc.date.modified2007-03-21T21:25:51Z
dc.identifier.urihttp://hdl.handle.net/10072/2710
dc.description.abstractThis paper describes the numerical development and analysis of a new Multiple Hollow-Tube (MHT) structural system for super-tall buildings subjected to dynamic seismic loading, for a subject structure of aspect ratio 12:1. Following on from the principles outlined in Part I of this two-paper series, the seismic modelling results are presented and examined to verify the principles underlying the MHT concept, and manifest fundamental design shifts from stiffness based design to dynamical design. The practical implications of this concept for super-tall building design are also discussed.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherInstitute of Materials Engineering Australasia Ltd.en_US
dc.publisher.placeMelbourneen_US
dc.relation.ispartofstudentpublicationYen_AU
dc.relation.ispartofconferencenameThe Fourth Australasian Congress on Applied Mechanicsen_US
dc.relation.ispartofconferencetitleAdvances in Applied Mechanicsen_US
dc.relation.ispartofdatefrom2005-02-16en_US
dc.relation.ispartofdateto2005-02-18en_US
dc.relation.ispartoflocationMelbourneen_US
dc.rights.retentionYen_AU
dc.subject.fieldofresearchcode290801en_US
dc.titleDevelopment of Multiple Hollow Tube System for Super-Tall Slender Buildings: Part II Numerical Development and Analysisen_US
dc.typeConference outputen_US
dc.type.descriptionE1 - Conference Publications (HERDC)en_US
dc.type.codeE - Conference Publicationsen_US
gro.date.issued2005
gro.hasfulltextNo Full Text


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