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Article: Free vibration of frame shear wall structures on flexible foundations

TitleFree vibration of frame shear wall structures on flexible foundations
Authors
Cheung, YKSwaddiwudhipong, S
Issue Date1979
Citation
Earthquake Eng Struct Dyn, 1979, v. 7 n. 4, p. 355-367 How to Cite?
AbstractThe finite strip method is used to study the effect of an elastic foundation on the natural frequencies of coupled frame shear wall structures. The solid wall in the structure is divided into several strip elements, the column is treated as a line element and the effect of the connecting beams is dealt with through the compatibility matrices which transfer their structural properties to the adjacent strip or line elements. The comparison functions which satisfy the boundary conditions of being free at the top and being spring supported at the bottom are used for the displacement field in the longitudinal direction. A series of numerical examples is presented to show the accuracy and applicability of the proposed method.
Persistent Identifierhttp://hdl.handle.net/10722/149830
ISSN
0098-8847
2021 Impact Factor: 4.060
2020 SCImago Journal Rankings: 2.218
ISI Accession Number ID
WOS:A1979HC58300005

 

DC FieldValueLanguage
dc.contributor.authorCheung, YKen_US
dc.contributor.authorSwaddiwudhipong, Sen_US
dc.date.accessioned2012-06-26T06:00:01Z-
dc.date.available2012-06-26T06:00:01Z-
dc.date.issued1979en_US
dc.identifier.citationEarthquake Eng Struct Dyn, 1979, v. 7 n. 4, p. 355-367en_US
dc.identifier.issn0098-8847en_US
dc.identifier.urihttp://hdl.handle.net/10722/149830-
dc.description.abstractThe finite strip method is used to study the effect of an elastic foundation on the natural frequencies of coupled frame shear wall structures. The solid wall in the structure is divided into several strip elements, the column is treated as a line element and the effect of the connecting beams is dealt with through the compatibility matrices which transfer their structural properties to the adjacent strip or line elements. The comparison functions which satisfy the boundary conditions of being free at the top and being spring supported at the bottom are used for the displacement field in the longitudinal direction. A series of numerical examples is presented to show the accuracy and applicability of the proposed method.en_US
dc.languageengen_US
dc.relation.ispartofEarthquake Eng Struct Dynen_US
dc.titleFree vibration of frame shear wall structures on flexible foundationsen_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-s2.0-0018491097en_US
dc.identifier.volume7en_US
dc.identifier.issue4en_US
dc.identifier.spage355en_US
dc.identifier.epage367en_US
dc.identifier.eissn1096-9845-
dc.identifier.isiWOS:A1979HC58300005-
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.scopusauthoridSwaddiwudhipong, S=7004147781en_US
dc.identifier.issnl0098-8847-

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