Lelly, Marini (2005) Finite cross section analysis for externally prestressed beams at ultimate flexure limit state. Masters thesis, Universiti Malaysia Sarawak (UNIMAS).
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Abstract
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.
| Item Type: | Thesis (Masters) |
|---|---|
| Additional Information: | Thesis (Master of Engineering) - Universiti Malaysia Sarawak, 2005. |
| Uncontrolled Keywords: | UNIMAS, Universiti Malaysia Sarawak, postgraduate, research, engineering, prestressed beams, external tendons, university, universiti, Borneo, Malaysia, Sarawak, Kuching, Samarahan, IPTA, education |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Academic Faculties, Institutes and Centres > Faculty of Engineering Faculties, Institutes, Centres > Faculty of Engineering |
| Depositing User: | Karen Kornalius |
| Date Deposited: | 09 Jan 2014 01:41 |
| Last Modified: | 09 Mar 2023 02:38 |
| URI: | http://ir.unimas.my/id/eprint/517 |
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