File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Determination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method

TitleDetermination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method
Authors
Issue Date2000
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstruc
Citation
Computers And Structures, 2000, v. 74 n. 1, p. 1-9 How to Cite?
AbstractThe determination of initial cable forces in a prestressed concrete cable-stayed bridge for a given vertical profile of deck under its dead load is an important but difficult task that affects the overall design of the bridge. A new method utilizing the idea of force equilibrium is presented in this paper for their determination. The method can easily account for the effect of prestressing and the additional bending moments due to the vertical profile of the bridge deck. It is much more rational and simple than the traditional `zero displacement' method, and it is able to achieve bending moments in the bridge deck approaching those in a continuous beam over rigid simple supports.
Persistent Identifierhttp://hdl.handle.net/10722/150152
ISSN
2015 Impact Factor: 2.425
2015 SCImago Journal Rankings: 1.710
ISI Accession Number ID
References

 

DC FieldValueLanguage
dc.contributor.authorChen, DWen_US
dc.contributor.authorAu, FTKen_US
dc.contributor.authorTham, LGen_US
dc.contributor.authorLee, PKKen_US
dc.date.accessioned2012-06-26T06:01:52Z-
dc.date.available2012-06-26T06:01:52Z-
dc.date.issued2000en_US
dc.identifier.citationComputers And Structures, 2000, v. 74 n. 1, p. 1-9en_US
dc.identifier.issn0045-7949en_US
dc.identifier.urihttp://hdl.handle.net/10722/150152-
dc.description.abstractThe determination of initial cable forces in a prestressed concrete cable-stayed bridge for a given vertical profile of deck under its dead load is an important but difficult task that affects the overall design of the bridge. A new method utilizing the idea of force equilibrium is presented in this paper for their determination. The method can easily account for the effect of prestressing and the additional bending moments due to the vertical profile of the bridge deck. It is much more rational and simple than the traditional `zero displacement' method, and it is able to achieve bending moments in the bridge deck approaching those in a continuous beam over rigid simple supports.en_US
dc.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstrucen_US
dc.relation.ispartofComputers and Structuresen_US
dc.titleDetermination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium methoden_US
dc.typeArticleen_US
dc.identifier.emailAu, FTK:francis.au@hku.hken_US
dc.identifier.emailTham, LG:hrectlg@hkucc.hku.hken_US
dc.identifier.emailLee, PKK:hreclkk@hkucc.hku.hken_US
dc.identifier.authorityAu, FTK=rp00083en_US
dc.identifier.authorityTham, LG=rp00176en_US
dc.identifier.authorityLee, PKK=rp00141en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1016/S0045-7949(98)00315-0en_US
dc.identifier.scopuseid_2-s2.0-0033905170en_US
dc.identifier.hkuros48431-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0033905170&selection=ref&src=s&origin=recordpageen_US
dc.identifier.volume74en_US
dc.identifier.issue1en_US
dc.identifier.spage1en_US
dc.identifier.epage9en_US
dc.identifier.isiWOS:000083432600001-
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridChen, DW=7405452861en_US
dc.identifier.scopusauthoridAu, FTK=7005204072en_US
dc.identifier.scopusauthoridTham, LG=7006213628en_US
dc.identifier.scopusauthoridLee, PKK=24522826500en_US

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats