| 000 | 02045cam a2200337 a 4500 | ||
|---|---|---|---|
| 003 | EG-GiCUC | ||
| 005 | 20250223031544.0 | ||
| 008 | 160906s2016 ua de 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.Am.E | ||
| 100 | 0 | _aAmira Elyamany Ali Mohamed | |
| 245 | 1 | 0 |
_aEvaluation of seismic response modification factor of reinforced concrete frames in the Egyptian code based on nonlinear static analysis / _cAmira Elyamany Ali Mohamed ; Supervised Walid A. Attia , Wael M. Khalil Eldegwy |
| 246 | 1 | 5 | _aتقييم معامل الإستجابه الزلزالى للأطارات الخرسانية المسلحة وفقا" للكود المصرى بإستخدام التحليل الإستاتيكى اللاخطى |
| 260 |
_aCairo : _bAmira Elyamany Ali Mohamed , _c2016 |
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| 300 |
_a109 P. : _bcharts , plans ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering | ||
| 520 | _aThe objective of the thesis is discussing the values of response modification factor (R) for ordinary reinforced concrete frames in the Egyptian Code of Practice ECP-201(2012). The studied frames were divided into 4 groups and changing some factors. Also, comparative study between the ECP-201(2012) and other codes were held. It was found that R factor increases with decreasing number of stories and the fundamental period of vibration. In addition, R factor decreases with decreasing number of bays. The listed values of R factor in the ECP-201(2012) are conservative values and can be increased | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aDuctility factor | |
| 653 | 4 | _aOverstrength factor | |
| 653 | 4 | _aResponse modification factor | |
| 700 | 0 |
_aWael Mohamed Khalil Eldegwy , _eSupervisor |
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| 700 | 0 |
_aWalid Abdellatif Attia , _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 |
_c57676 _d57676 |
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