Finite cross section analysis for externally prestressed beams at ultimate flexure limit state

This study presents the results of an analytical investigation of the strength a structural behaviour of concrete beam members prestressed with external tendons at ultimate limit state. The analysis of a beam member prestressed with external tendons that is subjected to loading up to their ultimate...

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Détails bibliographiques
Auteur principal: Lelly, Marini
Format: Thèse
Langue:anglais
Publié: Universiti Malaysia Sarawak, UNIMAS 2005
Sujets:
Accès en ligne:http://ir.unimas.my/id/eprint/517/
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