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Optimum rise design of steel arch bridges

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dc.contributor.author Ermopoulos, ICh en
dc.contributor.author Ioannidis, SS en
dc.date.accessioned 2014-03-01T01:06:27Z
dc.date.available 2014-03-01T01:06:27Z
dc.date.issued 1985 en
dc.identifier.issn 0143-974X en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/9393
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0022203235&partnerID=40&md5=7095c9f13a8c2a85c14aaf6b3606aa1c en
dc.subject.classification Construction & Building Technology en
dc.subject.classification Engineering, Civil en
dc.subject.other BRIDGES, STEEL - Structural Analysis en
dc.subject.other STRUCTURAL DESIGN - Optimization en
dc.subject.other OPTIMUM RISE DESIGN en
dc.subject.other STEEL ARCH BRIDGES en
dc.subject.other BRIDGES, ARCH en
dc.title Optimum rise design of steel arch bridges en
heal.type journalArticle en
heal.language English en
heal.publicationDate 1985 en
heal.abstract The subject of this paper is the preliminary estimation of the optimum rise of the arch rib in the case of steel arch bridges. This optimum rise is defined in relation to the weight of the construction material used for the arches and columns, while the cost of erection is ignored. A series of arch bridges, having various spans are examined. These bridges have a flexible deck and a stiffened arch rib. For each span the optimum rise is obtained, when the weight of the arches and columns is minimized. The results are given in diagrams in which the variation of the optimum rise with respect to various characteristic parameters, is shown. © 1985. en
heal.publisher ELSEVIER SCI LTD en
heal.journalName Journal of Constructional Steel Research en
dc.identifier.isi ISI:A1985AUS1900003 en
dc.identifier.volume 5 en
dc.identifier.issue 4 en
dc.identifier.spage 303 en
dc.identifier.epage 310 en


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