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Article: Dynamic response of infilled frames incorporating a sliding base device

TitleDynamic response of infilled frames incorporating a sliding base device
Authors
Issue Date1986
Citation
Proceedings of the Institution of Civil Engineers (London), 1986, v. 81 pt 2, p. 55-69 How to Cite?
AbstractIn this paper, emphasis is placed on the improved dynamic behavior of the infilled frame that results when the frame is mounted on a sliding base. Because the inelastic stiffness of the sliding base during the shaking process is difficult to determine analytically, it is determined instead by experiment, on the basis of which an equivalent non-linear foundation model is established. The infilled frame and the equivalent non-linear foundation are then assembled and analyzed by the ADINA program. Experimental and analytical results show that the combined system retains high structural stiffness under normal loading conditions while sustaining a greatly reduced response to base excitation. It is therefore concluded that the adoption of such a system can increase the ability of a building to resist both wind and earthquake loads.
Persistent Identifierhttp://hdl.handle.net/10722/149884
ISSN

 

DC FieldValueLanguage
dc.contributor.authorLiauw, TCen_US
dc.contributor.authorTian, QLen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:00:21Z-
dc.date.available2012-06-26T06:00:21Z-
dc.date.issued1986en_US
dc.identifier.citationProceedings of the Institution of Civil Engineers (London), 1986, v. 81 pt 2, p. 55-69en_US
dc.identifier.issn0020-3262en_US
dc.identifier.urihttp://hdl.handle.net/10722/149884-
dc.description.abstractIn this paper, emphasis is placed on the improved dynamic behavior of the infilled frame that results when the frame is mounted on a sliding base. Because the inelastic stiffness of the sliding base during the shaking process is difficult to determine analytically, it is determined instead by experiment, on the basis of which an equivalent non-linear foundation model is established. The infilled frame and the equivalent non-linear foundation are then assembled and analyzed by the ADINA program. Experimental and analytical results show that the combined system retains high structural stiffness under normal loading conditions while sustaining a greatly reduced response to base excitation. It is therefore concluded that the adoption of such a system can increase the ability of a building to resist both wind and earthquake loads.en_US
dc.languageengen_US
dc.relation.ispartofProceedings of the Institution of Civil Engineers (London)en_US
dc.titleDynamic response of infilled frames incorporating a sliding base deviceen_US
dc.typeArticleen_US
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0022673720en_US
dc.identifier.volume81en_US
dc.identifier.issuept 2en_US
dc.identifier.spage55en_US
dc.identifier.epage69en_US
dc.identifier.scopusauthoridLiauw, TC=7003463532en_US
dc.identifier.scopusauthoridTian, QL=7102891969en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US

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