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Article: Parametric studies of single tower cable-stayed bridges

TitleParametric studies of single tower cable-stayed bridges
Authors
Chen, DWAll, FTKTham, LGLee, PKK
KeywordsCable-stayed bridges
Optimization
Parametric studies
Symmetric and asymmetric structural configurations
Issue Date1998
PublisherHong Kong Institution of Engineers. The Journal's web site is located at http://www.hkie.org.hk/html/publications/transactions/index.asp
Citation
Transactions Hong Kong Institution Of Engineers, 1998, v. 5 n. 3, p. 25-31 How to Cite?
AbstractIn most modern cable-stayed bridges, the bridge deck is supported by closely spaced cables. In single tower cable-stayed bridges in particular, the lengths of "unsupported" deck adjacent to the end supports are important parameters affecting the internal forces and deflections of the deck and the tower. This paper describes studies of the above parameters and recommends reasonable values of unsupported lengths of deck adjacent to end supports, taking into account the practical problems of construction.
Persistent Identifierhttp://hdl.handle.net/10722/71843
ISSN
1023-697X
2020 SCImago Journal Rankings: 0.175
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorChen, DWen_HK
dc.contributor.authorAll, FTKen_HK
dc.contributor.authorTham, LGen_HK
dc.contributor.authorLee, PKKen_HK
dc.date.accessioned2010-09-06T06:35:40Z-
dc.date.available2010-09-06T06:35:40Z-
dc.date.issued1998en_HK
dc.identifier.citationTransactions Hong Kong Institution Of Engineers, 1998, v. 5 n. 3, p. 25-31en_HK
dc.identifier.issn1023-697Xen_HK
dc.identifier.urihttp://hdl.handle.net/10722/71843-
dc.description.abstractIn most modern cable-stayed bridges, the bridge deck is supported by closely spaced cables. In single tower cable-stayed bridges in particular, the lengths of "unsupported" deck adjacent to the end supports are important parameters affecting the internal forces and deflections of the deck and the tower. This paper describes studies of the above parameters and recommends reasonable values of unsupported lengths of deck adjacent to end supports, taking into account the practical problems of construction.en_HK
dc.languageengen_HK
dc.publisherHong Kong Institution of Engineers. The Journal's web site is located at http://www.hkie.org.hk/html/publications/transactions/index.aspen_HK
dc.relation.ispartofTransactions Hong Kong Institution of Engineersen_HK
dc.subjectCable-stayed bridgesen_HK
dc.subjectOptimizationen_HK
dc.subjectParametric studiesen_HK
dc.subjectSymmetric and asymmetric structural configurationsen_HK
dc.titleParametric studies of single tower cable-stayed bridgesen_HK
dc.typeArticleen_HK
dc.identifier.emailTham, LG:hrectlg@hkucc.hku.hken_HK
dc.identifier.emailLee, PKK:hreclkk@hkucc.hku.hken_HK
dc.identifier.authorityTham, LG=rp00176en_HK
dc.identifier.authorityLee, PKK=rp00141en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.scopuseid_2-s2.0-77949957874en_HK
dc.identifier.hkuros41873en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-77949957874&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume5en_HK
dc.identifier.issue3en_HK
dc.identifier.spage25en_HK
dc.identifier.epage31en_HK
dc.publisher.placeHong Kongen_HK
dc.identifier.scopusauthoridChen, DW=7405452861en_HK
dc.identifier.scopusauthoridAll, FTK=35762620300en_HK
dc.identifier.scopusauthoridTham, LG=7006213628en_HK
dc.identifier.scopusauthoridLee, PKK=24522826500en_HK
dc.identifier.issnl1023-697X-

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