Dilger, Walter H.Seif, Samir Philip Atalla2005-07-212005-07-211986Seif, 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/150370315327065http://hdl.handle.net/1880/23159Bibliography: p. 199-203.xix, 227 leaves : ill. ; 30 cm.engUniversity 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.TG 405 S43 1987Bridges, cable-stayedBridges, concretePrestressed concrete constructionStresses and strainsStructural engineeringdoctoral thesis10.11575/PRISM/15037TG 405 S43 1987