| 000 | 01581nam a2200349 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223030209.0 | ||
| 008 | 100304s2009 ua dh 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.2009.He.S | ||
| 100 | 0 | _aHeba Ali Abdelrahman Youssef | |
| 245 | 1 | 0 |
_aStrengthening of reinforced concrete beams using carbon and glass fibers / _cHeba Ali Abdelrahman Youssef ; Supervised Mohamed Talat Mostafa , Hatem Hamdy Gheith |
| 246 | 1 | 5 | _aتدعيم الكمرات الخرسانية المسلحه بألياف الكربون والزجاج |
| 260 |
_aCairo : _bHeba Ali Abdelrahman Youssef , _c2009 |
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| 300 |
_a95 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aTen simply supported reinforced concrete beams were tested all beams have same dimensions and bar reinforcement the beams were divided into three groups and one control beam group ( A ) beams strengthened by CFRP group ( B ) beams strengthened by GFRP and group ( C ) beams strengthened by CFRP in flexure and GFRP in shear | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aCarbon | |
| 653 | 4 | _aGlass | |
| 653 | 4 | _aReinforced | |
| 700 | 0 |
_aHatem Hamdy Gheith , _eSupervisor |
|
| 700 | 0 |
_aMohamed Talat Mostafa , _eSupervisor |
|
| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 902 | _a1 | ||
| 905 |
_aEnas _eCataloger |
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| 905 |
_aMustafa _eRevisor |
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| 942 |
_2ddc _cTH |
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| 999 |
_c29635 _d29635 |
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