| 000 | 01930cam a2200337 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223031303.0 | ||
| 008 | 150901s2015 ua d 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.2015.Sh.S | ||
| 100 | 0 | _aSherif Essam Abdelkader | |
| 245 | 1 | 0 |
_aSeismic performance evaluation of reinforced and post tensioned flat slab buildings by pushover analysis / _cSherif Essam Abdelkader , Supervised Nayer Elesnawy , Hatem Mostafa |
| 246 | 1 | 5 | _aتقييم الأداء الزلزالى لمبانى البلاطات المسطحة المسلحة و سابقة الإجهاد باستخدام طريقة الدفع الجانبى المتزايد |
| 260 |
_aCairo : _bSherif Essam Abdelkader , _c2015 |
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| 300 |
_a147 P. : _bcharts ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aIn this research, the pushover analysis technique is used to evaluate the seismic performance of both RC and PT flat slab buildings, which is also compared with RC frame buildings. For all buildings types, pushover curves are developed and target displacements are calculated. This target displacement is used to evaluate the seismic performance for each building. Comparisons of seismic performance results for all buildings are presented. Finally, the effects of different parameters on the seismic performance are investigated, mainly ESW, GSR and the slab bottom reinforcement | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aEffective slab width (ESW) | |
| 653 | 4 | _aN2- Method | |
| 653 | 4 | _aPushover Analysis | |
| 700 | 0 |
_aHatem Mostafa , _eSupervisor |
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| 700 | 0 |
_aNayer Elesnawy , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
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_aAml _eCataloger |
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| 905 |
_aNazla _eRevisor |
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| 942 |
_2ddc _cTH |
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_c52173 _d52173 |
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