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...
محفوظ في:
| المؤلف الرئيسي: | |
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| التنسيق: | أطروحة |
| اللغة: | English |
| منشور في: |
2005
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| الوصول للمادة أونلاين: | http://ir.unimas.my/id/eprint/517/2/Finite%20cross%20section%20analysis%20for%20externally%20prestressed...%28fulltext%29.pdf |
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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 |