000			02255cam a2200313 a 4500
003			EG-GiCUC
008			150322s2014 ua 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.2014.Ma.C
100	0		_aMahmoud Reda Thabt Manaa
245	1	0	_aComparison between advanced pushover techniques for estimating seismic demands of code - designed steel frame buildings / _cMahmoud Reda Thabt Manaa ; Supervised Adel Yahia Akl , Nayer Ahmed Elesnawy
246	1	5	_aمقارنة طرق الدفع الجانبى المتقدمة لتقدير المتطلبات الزلزالية لمبانى الاطارات المعدنية المصممة طبقا للكود
260			_aCairo : _bMahmoud Reda Thabt Manaa , _c2014
300			_a316 P. ; _c30cm
502			_aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520			_aAnalytical and numerical studies have been performed to investigate the accuracy of different advanced pushover techniques to estimate the seismic demands of steel frame buildings. The pushover techniques included are the conventional pushover, the modal pushover analysis (MPA), the modal pushover analysis based on response spectra (MPPRS), the modal combination technique, the upper bound pushover analysis, and the weighted lateral pushover technique. Five steel buildings have been selected for this research, which are designed according to the Egyptian code of practice for steel construction and bridges and the Egyptian code for calculating the loads and forces in structural work and masonry. The number of stories for these buildings is 6, 9, 15, 20 and 30 stories, and the lateral resisting systems are moment resisting frames located around the perimeter of the building. The frame buildings are excited by seven natural earthquake records
530			_aIssued also as CD
653		4	_aModal pushover analysis
653		4	_aNonlinear dynamic analysis
653		4	_aPushover analysis
700	0		_aAdel Yahia Akl , _eSupervisor
700	0		_aNayer Ahmed Elesnawy , _eSupervisor
905			_aNazla _eRevisor
905			_aSamia _eCataloger
942			_2ddc _cTH
999			_c49970 _d49970