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Article: Approximate frequency analysis of shear wall frame structures

TitleApproximate frequency analysis of shear wall frame structures
Authors
Issue Date1978
PublisherJohn Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/1922
Citation
Earthquake Engineering and Structural Dynamics, 1978, v. 6 n. 2, p. 221-229 How to Cite?
AbstractThe finite strip method is used to determine the natural frequencies of shear wall frame buildings. The structure can be modelled in two different ways. In the first approach both the shear walls and the frames are idealized simply as an assemblage of finite strips varying thicknesses with given or computed properties, while in the second approach the shear walls are still idealized as a series of finite strips, but the frames are regarded as a number of long columns which are interconnected with each other or with finite strips through the horizontal beams. Numerical results obtained from both models indicate good agreement with finite element solutions. The proposed models can be applied to a wide range of shear wall frame assemblies and are therefore more versatile than most existing models. 14 refs.
Persistent Identifierhttp://hdl.handle.net/10722/149827
ISSN
2015 Impact Factor: 2.127
2015 SCImago Journal Rankings: 2.921

 

DC FieldValueLanguage
dc.contributor.authorCheung, YKen_US
dc.contributor.authorKasemset, Cen_US
dc.date.accessioned2012-06-26T06:00:00Z-
dc.date.available2012-06-26T06:00:00Z-
dc.date.issued1978en_US
dc.identifier.citationEarthquake Engineering and Structural Dynamics, 1978, v. 6 n. 2, p. 221-229en_US
dc.identifier.issn0098-8847en_US
dc.identifier.urihttp://hdl.handle.net/10722/149827-
dc.description.abstractThe finite strip method is used to determine the natural frequencies of shear wall frame buildings. The structure can be modelled in two different ways. In the first approach both the shear walls and the frames are idealized simply as an assemblage of finite strips varying thicknesses with given or computed properties, while in the second approach the shear walls are still idealized as a series of finite strips, but the frames are regarded as a number of long columns which are interconnected with each other or with finite strips through the horizontal beams. Numerical results obtained from both models indicate good agreement with finite element solutions. The proposed models can be applied to a wide range of shear wall frame assemblies and are therefore more versatile than most existing models. 14 refs.en_US
dc.languageengen_US
dc.publisherJohn Wiley & Sons Ltd. The Journal's web site is located at http://www3.interscience.wiley.com/cgi-bin/jhome/1922en_US
dc.relation.ispartofEarthquake Engineering and Structural Dynamicsen_US
dc.titleApproximate frequency analysis of shear wall frame structuresen_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-s2.0-0017946662en_US
dc.identifier.volume6en_US
dc.identifier.issue2en_US
dc.identifier.spage221en_US
dc.identifier.epage229en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.scopusauthoridKasemset, C=6507101141en_US

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