| 000 | 02776cam a2200337 a 4500 | ||
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| 003 | EG-GiCUC | ||
| 005 | 20250223031622.0 | ||
| 008 | 161205s2016 ua db 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.Kh.E | ||
| 100 | 0 | _aKhaled Ahmed Attia Mohamed Abbis | |
| 245 | 1 | 0 |
_aEvaluation of force reduction factor for steel moment resisting frames, and concentric braced frames in the Egyptian code / _cKhaled Ahmed Attia Mohamed Abbis ; Supervised Sherif Ahmed Mourad , Fouad Fayez Aly |
| 246 | 1 | 5 | _aتقدير معامل التخفيض الزلزالي للإطارات المعدنية المقاومة للعزوم و الإطارات المعدنية الملجمة في الكود المصري |
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_aCairo : _bKhaled Ahmed Attia Mohamed Abbis , _c2016 |
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| 300 |
_a150 P. : _bcharts , plans ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aForce reduction factor is one of the most important seismic design parameters to consider nonlinear behavior of structures during strong earthquakes. Based on this, all seismic codes allow reducing earthquake loads to match the actual behavior of structures under earthquakes. In the Egyptian Code for Calculation of Loads, base shear is determined using the elastic strength demand divided by strength reduction factor. This factor is used to consider the ability and the efficiency of structure to dissipate seismic energy through inelastic deformation presented in plastic hinges. It consists of three main components representing ductility, over-strength and redundancy of the building. These factors depend mainly on properties of both the structural system of the building and affecting ground motion. This research focuses on the assessment of the ductility reduction factor which is considered the major component of the reduction factor. Steel moment resisting frames (MRFs) and steel concentric braced frames (CBFs) regular and irregular systems are studied for different heights, different ground accelerations, different response spectrum type and different soil type. It is concluded the significant effect of the previously mentioned parameters on the seismic reduction factor that need to be considered in the Egyptian Code of Loads | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aDuctility reduction factor | |
| 653 | 4 | _aForce reduction factor | |
| 653 | 4 | _aSeismic reduction factor | |
| 700 | 0 |
_aFouad Fayez Aly , _eSupervisor |
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| 700 | 0 |
_aSherif Ahmed Mourad , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aEnas _eCataloger |
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| 905 |
_aNazla _eRevisor |
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| 942 |
_2ddc _cTH |
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| 999 |
_c58894 _d58894 |
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