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Preliminary design of cable-stayed bridges for vertical static loads

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dc.contributor.author Michaltsos, GT en
dc.contributor.author Ermopoulos, JC en
dc.contributor.author Konstantakopoulos, TG en
dc.date.accessioned 2014-03-01T01:19:26Z
dc.date.available 2014-03-01T01:19:26Z
dc.date.issued 2003 en
dc.identifier.issn 1225-4568 en
dc.identifier.uri http://hdl.handle.net/123456789/15495
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0037834847&partnerID=40&md5=b8c86557db7cbacce3f13385a4c6714a en
dc.subject Cable-stayed bridges en
dc.subject Design of bridges en
dc.subject Preliminary analysis en
dc.subject.classification Engineering, Civil en
dc.subject.classification Engineering, Mechanical en
dc.subject.other Deformation en
dc.subject.other Galerkin methods en
dc.subject.other Structural loads en
dc.subject.other Static loads en
dc.subject.other Cable stayed bridges en
dc.title Preliminary design of cable-stayed bridges for vertical static loads en
heal.type journalArticle en
heal.language English en
heal.publicationDate 2003 en
heal.abstract This paper proposes a new method for the preliminary design of cable-stayed bridges that belong to the radial system subjected to static loads (self weight, traffic loads, concentrated loads, etc). The method is based on the determination of the each time existing relation between the tension forces of the cables and the corresponding bridge-deck deformations, and can be extended on any type of cable layout (fan, parallel, or mixed system). Galerkin's method is used for the final determination of the cable stresses and the bridge deformation. The determination of the equation, which gives the forces of the cables in relation to the deck's configurations, permits us to convert the problem to the solving of a continuous beam without cables. en
heal.publisher TECHNO-PRESS en
heal.journalName Structural Engineering and Mechanics en
dc.identifier.isi ISI:000183436400001 en
dc.identifier.volume 16 en
dc.identifier.issue 1 en
dc.identifier.spage 1 en
dc.identifier.epage 15 en


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