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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.2021.Ho.C | ||
| 100 | 0 | _aHossam Hamdy Ahmed Mohamed | |
| 245 | 1 | 0 |
_aCalibration to the seismic provisions for steel momentresisting frames in the new proposed Egyptian code for steel structures / _cHossam Hamdy Ahmed Mohamed ; Supervised Ashraf Mahmoud Gamal Eldin Osman |
| 246 | 1 | 5 | _aمعايرة لأحكام الزلازل للإطارات المعدنية المقاومه للعزوم فى الكود المصرى الجديد المقترح للمنشآت المعدنيه |
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_aCairo : _bHossam Hamdy Ahmed Mohamed , _c2021 |
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_a253 P. : _bcharts , facsimiles ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aSteel seismic design codes allow structures to be elastic during earthquakes of low and moderate severity, and inelastic during severe earthquakes. This concept is formulated by codes to ensure the functioning of buildings during and after small and intermediate earthquakes and to prevent collapse and loss of life during major earthquakes.To ensure that, the structures should be designed for strength, drift, and ductility limits. Egyptian Code for Calculation of Loads and Forces for buildings (ECP-201) classified steel moment-resisting frames (MRFs) into frames with adequate ductility and frames with limited ductility, however, the current Egyptian code for steel construction and bridges (ECP-205) does not specify any provisions to attain such required ductility criteria.This research calibrates the proposed seismic provisions for designing steel MRFs in the new Egyptian code for steel structure. In this regard, several frames were designed and detailed according to these provisions and tested by analyzing them using the pushover technique and under the action of various earthquake time histories.The frames structural responses were evaluated by examining their story drifts, provided ductility, and plastic hinging patterns. The study concluded that the proposed provisions achieve the seismic response presumed by (ECP-201) for steel MRFs | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aCode calibration | |
| 653 | 4 | _aConventional Pushover analysis | |
| 653 | 4 | _aResponse modification factor | |
| 700 | 0 |
_aAshraf Mahmoud Gamal Eldin Osman , _eSupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
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_aNazla _eRevisor |
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_aShimaa _eCataloger |
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_2ddc _cTH |
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_c80902 _d80902 |
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