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Article: Static and free vibration analysis of variable-depth bridges of arbitrary alignments using the isoparametric spline finite strip method

TitleStatic and free vibration analysis of variable-depth bridges of arbitrary alignments using the isoparametric spline finite strip method
Authors
Issue Date1996
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/tws
Citation
Thin-Walled Structures, 1996, v. 24 n. 1, p. 19-51 How to Cite?
AbstractThe isoparametric spline finite strips for shells are employed to solve static and free vibration problems of variable-depth bridges of arbitrary alignments. Using this approach, a continuous bridge is first split up into substructures. Each substructure is modelled as an assemblage of isoparametric spline finite strips. Compatibility between substructures is ensured by suitable transformation at the interface. The presence of support diaphragms and bearings can also be accounted for. This method retains the computational efficiency of the spline finite strip method while it is much more flexible in geometric modelling. Solutions of this method are compared with other available solutions, and good agreement is observed.
Persistent Identifierhttp://hdl.handle.net/10722/70943
ISSN
2015 Impact Factor: 2.063
2015 SCImago Journal Rankings: 1.647
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorAu, FTKen_HK
dc.contributor.authorCheung, YKen_HK
dc.date.accessioned2010-09-06T06:27:30Z-
dc.date.available2010-09-06T06:27:30Z-
dc.date.issued1996en_HK
dc.identifier.citationThin-Walled Structures, 1996, v. 24 n. 1, p. 19-51en_HK
dc.identifier.issn0263-8231en_HK
dc.identifier.urihttp://hdl.handle.net/10722/70943-
dc.description.abstractThe isoparametric spline finite strips for shells are employed to solve static and free vibration problems of variable-depth bridges of arbitrary alignments. Using this approach, a continuous bridge is first split up into substructures. Each substructure is modelled as an assemblage of isoparametric spline finite strips. Compatibility between substructures is ensured by suitable transformation at the interface. The presence of support diaphragms and bearings can also be accounted for. This method retains the computational efficiency of the spline finite strip method while it is much more flexible in geometric modelling. Solutions of this method are compared with other available solutions, and good agreement is observed.en_HK
dc.languageengen_HK
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/twsen_HK
dc.relation.ispartofThin-Walled Structuresen_HK
dc.titleStatic and free vibration analysis of variable-depth bridges of arbitrary alignments using the isoparametric spline finite strip methoden_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0263-8231&volume=24 &issue=1&spage=19&epage=51&date=1996&atitle=Static+and+free+vibration+analysis+of+variable-depth+bridges+of+arbitrary+alignments+using+the+isoparametric+spline+finite+strip+methoden_HK
dc.identifier.emailAu, FTK:francis.au@hku.hken_HK
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_HK
dc.identifier.authorityAu, FTK=rp00083en_HK
dc.identifier.authorityCheung, YK=rp00104en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/0263-8231(95)00038-0en_HK
dc.identifier.scopuseid_2-s2.0-0029753536en_HK
dc.identifier.hkuros7598en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0029753536&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume24en_HK
dc.identifier.issue1en_HK
dc.identifier.spage19en_HK
dc.identifier.epage51en_HK
dc.identifier.isiWOS:A1996TM68400002-
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridAu, FTK=7005204072en_HK
dc.identifier.scopusauthoridCheung, YK=7202111065en_HK

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