000			02142cam a2200301 a 4500
003			EG-GiCUC
008			201011s2020 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.2020.Ab.N
100	0		_aAbdelrahman Mohammed Hussein Ahmed
245	1	0	_aNumerical evaluation of response modification factor for RC structures under the effect of vertical and horizontal ground motions / _cAbdelrahman Mohammed Hussein Ahmed ; Supervised Hamed M. Salem
246	1	5	_aتق{u٠٦أأ}{u٠٦أأ}م عددى لمعامل تعد{u٠٦أأ}ل ردود الافعال للمنشأت الخرسان{u٠٦أأ}ة تحت تأث{u٠٦أأ}ر مركبات الزلزال الرأس{u٠٦أأ}ة والافق{u٠٦أأ}ة
260			_aCairo : _bAbdelrahman Mohammed Hussein Ahmed , _c2020
300			_a124 P. : _bcharts , facsimiles ; _c25cm
502			_aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520			_aThis research aims to evaluate the response modification factor for reinforced concretestructure with ductile moment resisting frames system, which was designed according to the Egyptian Code of Practice (ECP) under the effect of vertical and horizontal ground motions.A non-linear dynamic analysis is performed using the Extreme Loading for Structures (ELS®) software which based on the Applied Element Method (AEM).The values of (R) factor were evaluated under the effect of the vertical ground acceleration, combined vertical and horizontal ground accelerations, concrete compressive strength and reinforcement grades defined by (ECP). The obtained values of (R) factor from the numerical analysis were compared to the values defined by (ECP), the Euro Code (EC8), the American Codes (ASCE) and (UBC97)
530			_aIssued also as CD
653		4	_aDuctility
653		4	_aResponse modification factor
653		4	_aVertical Ground motion
700	0		_aHamed M. Salem , _eSupervisor
905			_aNazla _eRevisor
905			_aShimaa _eCataloger
942			_2ddc _cTH
999			_c78179 _d78179