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| 003 | EG-GiCUC | ||
| 008 | 170918s2017 ua dh f m 000 0 eng d | ||
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_aEG-GiCUC _beng _cEG-GiCUC |
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| 041 | 0 | _aeng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2017.Ab.I | ||
| 100 | 0 | _aAbdelrahman Sobhy Mohamed Eltanashy | |
| 245 | 1 | 0 |
_aInvestegating the effect of bracing and Number of bays on the value of response modification factor / _cAbdelrahman Sobhy Mohamed Eltanashy ; supervised Walid Abdellatif Attia , Emad Abdelrahman Marey |
| 246 | 1 | 5 | _aدراسة تأثير الشكالات وعدد الباكيات على قيمة معامل تعديل الاستجابة الزلزالية |
| 260 |
_aCairo : _bAbdelrahman Sobhy Mohamed Eltanashy , _c2017 |
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| 300 |
_a197 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThis research involves the parametric study of 2D braced and un-braced reinforced concrete moment resisting frames to study the effect of position, number of bracing and number of bays through inspecting the value of response modification factor which calculating by operating nonlinear static pushover analysis. The results of nonlinear static pushover analysis are presented in One parameter changing based on number of storeys for models which changing in number of storeys are configured for each group of frames as 3, 5, 7, 9, 11, and 13-storey with equal number of bays and One parameter changing based on number of bays for 13 storey models to study the effect of X-bracing position and number of bays, Knowing that the gross moment of inertia was taken into account for all models. Vertical and lateral loads were assigned on all systems based on Egyptian code provisions ECP-201 (2012) and all elements were designed according to ECP-203 (2007). SAP2000 Version 14.2 software program utilized to create both linear static analysis and nonlinear static analysis to perform pushover curve which is idealized to obtain response modification factor of each system. This study involves sixty reinforced concrete braced and unbraced frames which classified the models into three main groups | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aDual system | |
| 653 | 4 | _aNonlinear static analysis | |
| 653 | 4 | _aResponse modification factor | |
| 700 | 0 |
_aEmad Abdelrahman Marey , _esupervisor |
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| 700 | 0 |
_aWalid Abdellatif Attia , _esupervisor |
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_aNazla _eRevisor |
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| 905 |
_aShimaa _eCataloger |
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_2ddc _cTH |
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_c62394 _d62394 |
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