| 000 | 01610cam a2200325 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223030643.0 | ||
| 008 | 120807s2012 ua e f m 000 0 eng d | ||
| 040 |
_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2012.Ha.A | ||
| 100 | 0 | _aHatem Kamal Mohamed Abdelgawad | |
| 245 | 1 | 0 |
_aAnalysis of strengthened RC slabls with different parameters / _cHatem Kamal Mohamed Abdelgawad ; Supervised Walid Abdellatif Attia |
| 246 | 1 | 5 | _aتحليل البلاطات الخرسانيه المدعمه مع تغيير العديد من العوامل |
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_aCairo : _bHatem Kamal Mohamed Abdelgawad , _c2012 |
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| 300 |
_a81 P. : _bplans ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aReinforced concrete (RC) structures often require strengthening or repair at some point during their designed lifetime. Different repair or strengthening techniques are being proposed and used to increase the strength and / or ductility of concrete structures. We have used section enlargement technique in our case study because it is one of the most common techniques used for strengthening | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aNumerical analysis of strengthened | |
| 653 | 4 | _aSection enlargement technique | |
| 653 | 4 | _aStrengthened RC slabs | |
| 700 | 0 |
_aWalid Abdellatif Attia , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
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| 905 |
_aSamia _eCataloger |
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| 942 |
_2ddc _cTH |
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| 999 |
_c39165 _d39165 |
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