| 000 | 01872cam a2200337 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223031654.0 | ||
| 008 | 170225s2016 ua h 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.2016.In.R | ||
| 100 | 0 | _aInas Mohamed Saleh Abdelhasib | |
| 245 | 1 | 0 |
_aReliability of slender reinforced concrete column / _cInas Mohamed Saleh Abdelhasib ; Supervised Metwally Abdelaziz Ahmed , Ahmed Shaban Abdelhay |
| 246 | 1 | 5 | _aدراسة أمان الأعمدة الخرسانية المسلحة النحيفة |
| 260 |
_aCairo : _bInas Mohamed Saleh Abdelhasib , _c2016 |
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| 300 |
_a159 P. : _bfacsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aIn this thesis an investigation on reliability of slender reinforcement concrete columns using risk analysis program and Monte Carlo Simulation method is excuted . since most of the variables involved in column design (material properties, geometric characteristics, loads) are random, probabilistic methods are used in the analysis. The effect of the concrete compressive strength, amount of longitudinal steel, load eccentricity, and slenderness ratio on the column reliability are investigated. It was found that all these factors have a considerable impact on the response of slender reinforcement concrete columns | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aMonte Carlo Simulation | |
| 653 | 4 | _aReliability | |
| 653 | 4 | _aSlender reinforcement column | |
| 700 | 0 |
_aAhmed Shaban Abdelhay , _eSupervisor |
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| 700 | 0 |
_aMetwally Abdelaziz Ahmed , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aNazla _eRevisor |
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| 905 |
_aShaima _eCataloger |
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| 942 |
_2ddc _cTH |
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_c59964 _d59964 |
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