000			02215cam a2200325 a 4500
003			EG-GiCUC
005			20250223032841.0
008			211103s2021 ua dh f m 000 0 eng d
040			_aEG-GiCUC _beng _cEG-GiCUC
041	0		_aeng
049			_aDeposite
097			_aM.Sc
099			_aCai01.13.05.M.Sc.2021.Eh.R
100	0		_aEhab Emad Fawzy Ayad
245	1	0	_aRisk-based assessment of the response modification factor for adequate-ductility RC frames / _cEhab Emad Fawzy Ayad ; Supervised Walid A. Attia
246	1	5	_aتق{u٠٦أأ}{u٠٦أأ}م مبنى على مخاطر الانھ{ێڅڊڗڗا̆ر لمعامل تعد{u٠٦أأ}ل ردود الأفعال للإطارات الخرسان{u٠٦أأ}ة ذات الممطول{u٠٦أأ}ة الكاف{u٠٦أأ}ة
260			_aCairo : _bEhab Emad Fawzy Ayad , _c2021
300			_a219 P. : _bcharts , facsmilies ; _c30cm
502			_aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520			_aThe collapse risk of adequate-ductility RC space frames as stipulated in the Egyptian Code of Practice is calculated. Working within the FEMA P695 framework, the conditional probability of is shown to be below the acceptable probability of collapse. This indicates an R-factor of 7 is appropriate. Some discrepancy is shown to be found between the EMME14 project hazard information and the ECP-201 seismic action. Where there is major discrepancy, the site-specific collapse risk is shown to be high {u2013}given the hazard curves used. On the other hand, where there is no to little discrepancy, the frames exhibit satisfactory collapse performance suggesting that the R-factor used is appropriate. Assuming the validity of the EMME14{u2019}s probabilistic seismic hazard analysis results, use of both Type I and Type II response spectra in the Gulf of Aqaba coast is shown to be the appropriate choice of seismic action
530			_aIssued also as CD
653		4	_aCollapse
653		4	_aFragility
653		4	_aR-factor
700	0		_aWalid A. Attia , _eSupervisor
856			_uhttp://172.23.153.220/th.pdf
905			_aAmira _eCataloger
905			_aNazla _eRevisor
942			_2ddc _cTH
999			_c82962 _d82962