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...

全面介紹

Saved in:
書目詳細資料
主要作者: Lelly, Marini
格式: Thesis
語言:English
出版: 2005
主題:
在線閱讀:http://ir.unimas.my/id/eprint/517/2/Finite%20cross%20section%20analysis%20for%20externally%20prestressed...%28fulltext%29.pdf
標簽: 添加標簽
沒有標簽, 成為第一個標記此記錄!
id my-unimas-ir.517
record_format uketd_dc
spelling my-unimas-ir.5172023-03-09T02:38:51Z Finite cross section analysis for externally prestressed beams at ultimate flexure limit state 2005 Lelly, Marini TA Engineering (General). Civil engineering (General) 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 behaviour is more difficult than those internal bonded tendons. Universiti Malaysia Sarawak, UNIMAS 2005 Thesis http://ir.unimas.my/id/eprint/517/ http://ir.unimas.my/id/eprint/517/2/Finite%20cross%20section%20analysis%20for%20externally%20prestressed...%28fulltext%29.pdf text en validuser masters Universiti Malaysia Sarawak (UNIMAS) Faculty of Engineering
institution Universiti Malaysia Sarawak
collection UNIMAS Institutional Repository
language English
topic TA Engineering (General)
Civil engineering (General)
spellingShingle TA Engineering (General)
Civil engineering (General)
Lelly, Marini
Finite cross section analysis for externally prestressed beams at ultimate flexure limit state
description 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 behaviour is more difficult than those internal bonded tendons.
format Thesis
qualification_level Master's degree
author Lelly, Marini
author_facet Lelly, Marini
author_sort Lelly, Marini
title Finite cross section analysis for externally prestressed beams at ultimate flexure limit state
title_short Finite cross section analysis for externally prestressed beams at ultimate flexure limit state
title_full Finite cross section analysis for externally prestressed beams at ultimate flexure limit state
title_fullStr Finite cross section analysis for externally prestressed beams at ultimate flexure limit state
title_full_unstemmed Finite cross section analysis for externally prestressed beams at ultimate flexure limit state
title_sort finite cross section analysis for externally prestressed beams at ultimate flexure limit state
granting_institution Universiti Malaysia Sarawak (UNIMAS)
granting_department Faculty of Engineering
publishDate 2005
url http://ir.unimas.my/id/eprint/517/2/Finite%20cross%20section%20analysis%20for%20externally%20prestressed...%28fulltext%29.pdf
_version_ 1783727893060255744