| 000 | 02490cam a2200337 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223031440.0 | ||
| 008 | 160313s2015 ua 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.Is.S | ||
| 100 | 0 | _aIsmail Kotb Omara Kotb | |
| 245 | 1 | 0 |
_aSeismic response modification factor for regular reinforced concrete dual systems / _cIsmail Kotb Omara Kotb ; Supervised Walid Abdellatif Attia , Emad Abdelrahman M. Marey |
| 246 | 1 | 5 | _aمعامل تعديل الاستجابة الزلزالية للأنظمة المركبة من حوائط القص الإطارية فى منشأت الخرسانة المسلحة المنتظمة |
| 260 |
_aCairo : _bIsmail Kotb Omara Kotb , _c2015 |
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| 300 |
_a205 P. ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThis study is mainly concerned with the calculation of the values of response modification factor at failure for idealized reinforced concrete dual systems designed according to the Egyptian code of loads ECP - 201 (2012). Parametric studies are carried out for five idealized dual systems that are modelled in three - dimensions as residential buildings with different configurations and variable parameters. SAP2000 software is used to model and analyze these systems using three-dimensional nonlinear static pushover analysis considering material and geometrical nonlinearity. The five systems are studied under the effect of several parameters such as number of stories and members stiffness factors using the as gross and effective moments of inertia models. Their effect on pushover curve, R- factor and its components, as well as story displacement, and inter - story drift are analyzed. Sixty regular reinforced concrete dual system model are studied to achieve this thesis goal. Comparisons between the results show the difference of some values and the indifference of others values including R- factor values | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aNonlinear analysis | |
| 653 | 4 | _aReinforced concrete dual system | |
| 653 | 4 | _aResponse modification factor | |
| 700 | 0 |
_aEmad Abdelrahman M. Marey , _eSupervisor |
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| 700 | 0 |
_aWalid Abdellatif Attia , _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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| 999 |
_c55504 _d55504 |
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