Parametic study on ductility of RC beams strengthened with external reinforcement
Bonding of steel plates or other advanced composite materials to the tension face of the beam is one of the methods for strengthening these deteriorated concrete structures. This may increase the strength and stiffness of the concrete structures nevertheless the corresponding ductility of reinforced...
| Main Author: | |
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| Format: | Thesis |
| Language: | English |
| Published: |
Universiti Malaysia Sarawak, UNIMAS
2002
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| Online Access: | http://ir.unimas.my/id/eprint/3159/ http://ir.unimas.my/id/eprint/3159/7/2013-02-thWongKKfull.pdf |
| _version_ | 1848835153160306688 |
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| author | Wong, Kien Kuok. |
| author_facet | Wong, Kien Kuok. |
| author_sort | Wong, Kien Kuok. |
| building | UNIMAS Institutional Repository |
| collection | Online Access |
| description | Bonding of steel plates or other advanced composite materials to the tension face of the beam is one of the methods for strengthening these deteriorated concrete structures. This may increase the strength and stiffness of the concrete structures nevertheless the corresponding ductility of reinforced concrete beam is being affected by increasing the strength of the beam using externally bonded steel plates. |
| first_indexed | 2025-11-15T06:03:20Z |
| format | Thesis |
| id | unimas-3159 |
| institution | Universiti Malaysia Sarawak |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T06:03:20Z |
| publishDate | 2002 |
| publisher | Universiti Malaysia Sarawak, UNIMAS |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | unimas-31592023-05-22T08:52:32Z http://ir.unimas.my/id/eprint/3159/ Parametic study on ductility of RC beams strengthened with external reinforcement Wong, Kien Kuok. TA Engineering (General). Civil engineering (General) Bonding of steel plates or other advanced composite materials to the tension face of the beam is one of the methods for strengthening these deteriorated concrete structures. This may increase the strength and stiffness of the concrete structures nevertheless the corresponding ductility of reinforced concrete beam is being affected by increasing the strength of the beam using externally bonded steel plates. Universiti Malaysia Sarawak, UNIMAS 2002 Thesis NonPeerReviewed text en http://ir.unimas.my/id/eprint/3159/7/2013-02-thWongKKfull.pdf Wong, Kien Kuok. (2002) Parametic study on ductility of RC beams strengthened with external reinforcement. Masters thesis, Universiti Malaysia Sarawak (UNIMAS). |
| spellingShingle | TA Engineering (General). Civil engineering (General) Wong, Kien Kuok. Parametic study on ductility of RC beams strengthened with external reinforcement |
| title | Parametic study on ductility of RC beams strengthened with external reinforcement |
| title_full | Parametic study on ductility of RC beams strengthened with external reinforcement |
| title_fullStr | Parametic study on ductility of RC beams strengthened with external reinforcement |
| title_full_unstemmed | Parametic study on ductility of RC beams strengthened with external reinforcement |
| title_short | Parametic study on ductility of RC beams strengthened with external reinforcement |
| title_sort | parametic study on ductility of rc beams strengthened with external reinforcement |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://ir.unimas.my/id/eprint/3159/ http://ir.unimas.my/id/eprint/3159/7/2013-02-thWongKKfull.pdf |