| 000 | 019860000a22003490004500 | ||
|---|---|---|---|
| 003 | EG-GICUC | ||
| 005 | 20250223025102.0 | ||
| 008 | 061104s2006 ua a f m 000 0 eng d | ||
| 040 |
_aEG-GICUC _beng _cEG-GICUC |
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| 041 | 0 | _aEng | |
| 049 | _aDeposite | ||
| 097 | _aPh.D | ||
| 099 | _aCai01.13.05.Ph.D.2006.Sh.R. | ||
| 100 | 0 | _aSherif Hussein Ibrahim ElTersawy | |
| 245 | 1 | 0 |
_aReliability of reinforced concrete circular and rectangular short columns strengthened with cfrp laminates under concentric and eccentric loads / _cSherif Hussein Ibrahim ElTersawy ; supervised Osama Abd El Ghafour Hodhod , Amro Amin ElHefnawy |
| 246 | 1 | 5 | _aاعتمادية الاعمدة المسلحة القصيرة الدائرية والمستطيلة المدعمة برقائق البوليمرات المسلحة بالياف الكربون تحت تاثير الاحمال المركزية واللامركزية |
| 260 |
_aCairo : _bSherif Hussein Ibrahim ElTersawy , _c2006 |
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| 300 |
_a332P : _bill , diagrs ; _c30cm |
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| 502 | _aThesis (PH.D.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering | ||
| 520 | _aThese developments in research and application have led to issuing design codes to provide proper design procedures for structures employing FRPModern concrete design codes follow reliability - based procedures , which require vast experimental database to derive the required load and resistance factorsHowever , very little work has dealt with the statistical variations in FRP properties and their effect on the structural reliability of the construction works | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aCFRP | |
| 653 | 4 | _aConcentric | |
| 653 | 4 | _aRC Columns | |
| 653 | 4 | _aStatistical analysis | |
| 700 | 0 |
_aAmro Amin ElHefnawy , _esupervisor |
|
| 700 | 0 |
_aOsama Abd El Ghafour Hodhod , _esupervisor |
|
| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aAml _eCataloger |
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| 905 |
_aEsam _eRevisor |
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| 942 |
_2ddc _cTH |
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| 999 |
_c5292 _d5292 |
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