| 000 | 02732cam a2200325 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223031713.0 | ||
| 008 | 170409s2016 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.2016.Mo.A | ||
| 100 | 0 | _aMohamed Adel Mohamed Abdelnabi | |
| 245 | 1 | 0 |
_aAssessment of seismic response reduction factor of multistorey reinforced concrete structures with shear walls resisting system using nonlinear dynamic analysis / _cMohamed Adel Mohamed Abdelnabi ; Supervised Hamed M. Salem |
| 246 | 1 | 5 | _aتق{u٠٦أأ}{u٠٦أأ}م معامل تخفيض القوى الزلزالية للمنشأت الخرسانة متعددة الطوابق ذات النظام المقاوم بحوائط القص باستخدام التحليل الديناميكى اللاخطى |
| 260 |
_aCairo : _bMohamed Adel Mohamed Abdelnabi , _c2016 |
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| 300 |
_a292 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aMany studies have endeavored to quantify the potential of the structural system to delimit the seismic force level imposed by virtue of their ductility and energy absorption capacity. The response modification factor (R) is defined as the ratio of the absolute maximum linear elastic base shear to the absolute maximum nonlinear base shear of structure subjected to the same earthquake acceleration. The response modification factor (R) depends on over-strength (Rs), ductility (Ro), and redundancy (Rr). In the current study, the R factor is investigated for multistory reinforced concrete flat slab structures where the lateral forces are resisted solely by shear walls. A non-linear time-history dynamic analysis based on the Applied Element Method was carried out on ten stories RC flat slab structure with shear wall resisting system for lateral loads. A parametric study was carried out to investigate the effect of different parameters on the R factor such as earthquake acceleration magnitude, height of the building, reinforcement ratio of shear walls, and material strength. The results showed that the value of (R) depends not only on structure dynamic properties but also on its nonlinearity and on earthquake magnitude which is not considered in the current world wide design codes | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aAEM | |
| 653 | 4 | _aDuctility | |
| 653 | 4 | _aResponse reduction factor | |
| 700 | 0 |
_aHamed Mohamed Mahmoud Salem , _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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_c60584 _d60584 |
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