Nonlinear analysis and ultimate strength of prestressed concrete cable-stayed bridges

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dc.contributor.advisorDilger, Walter H.
dc.contributor.authorSeif, Samir Philip Atalla
dc.date.accessioned2005-07-21T20:52:46Z
dc.date.available2005-07-21T20:52:46Z
dc.date.issued1986
dc.descriptionBibliography: p. 199-203.en
dc.format.extentxix, 227 leaves : ill. ; 30 cm.en
dc.identifier.citationSeif, S. P. (1986). Nonlinear analysis and ultimate strength of prestressed concrete cable-stayed bridges (Doctoral thesis, University of Calgary, Calgary, Canada). Retrieved from https://prism.ucalgary.ca. doi:10.11575/PRISM/15037en_US
dc.identifier.doihttp://dx.doi.org/10.11575/PRISM/15037
dc.identifier.isbn0315327065en
dc.identifier.lccTG 405 S43 1987en
dc.identifier.urihttp://hdl.handle.net/1880/23159
dc.language.isoeng
dc.publisher.institutionUniversity of Calgaryen
dc.publisher.placeCalgaryen
dc.rightsUniversity of Calgary graduate students retain copyright ownership and moral rights for their thesis. You may use this material in any way that is permitted by the Copyright Act or through licensing that has been assigned to the document. For uses that are not allowable under copyright legislation or licensing, you are required to seek permission.
dc.subject.lccTG 405 S43 1987en
dc.subject.lcshBridges, cable-stayed
dc.subject.lcshBridges, concrete
dc.subject.lcshPrestressed concrete construction
dc.subject.lcshStresses and strains
dc.subject.lcshStructural engineering
dc.titleNonlinear analysis and ultimate strength of prestressed concrete cable-stayed bridges
dc.typedoctoral thesis
thesis.degree.disciplineCivil Engineering
thesis.degree.grantorUniversity of Calgary
thesis.degree.nameDoctor of Philosophy (PhD)
ucalgary.item.requestcopyTRUE
ucalgary.thesis.accessionTheses Collection 58.002:Box 600 215772203
ucalgary.thesis.notesoffsiteen
ucalgary.thesis.uarcreleaseyen
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