000			02338cam a2200325 a 4500
003			EG-GiCUC
005			20250223031502.0
008			160504s2015 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.2015.Ma.N
100	0		_aMahmoud Mohamed Mohamed Fathalla Eisa
245	1	2	_aA numerical study on seismic rehabilitation of mid-rise load- bearing masonry buildings using carbon fiber reinforced polymers / _cMahmoud Mohamed Mohamed Fathalla Eisa ; Supervised Hamed M. Salem
246	1	5	_aدراسه نظريه عن اعادة التأھيل الزلزالي لمبانى حوائط الطوب الحاملة و المتوسطه الأرتفاع باستخدام شرائح البوليمرات المسلحة بالألياف الكربونية
260			_aCairo : _bMahmoud Mohamed Mohamed Fathalla Eisa , _c2015
300			_a97 P. : _bcharts , facsimiles ; _c30cm
502			_aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520			_aMasonry bearing buildings present a significant part of the old buildings in Egypt. The walls of these buildings were mainly designed to resist gravity loads, however lateral loads induced by earthquakes or wind cause severe damage for these buildings. Strengthening of URM buildings becomes urgent to resist lateral loads. In the current study, a numerical investigation is carried out for seismic rehabilitation of four-story load bearing building in Cairo, using carbon fiber reinforced polymer (CFRP). Full 3D nonlinear dynamic analysis was carried out using the Applied Element Method, which was proved to be efficient for such a case where a partial or a total collapse was predicted. The study included two earthquake zones in Egypt, namely zone (3) and zone (5b). CFRP laminates were used in retrofitting with different thickness and different configuration to study the efficiency of this retrofitting technique
530			_aIssued also as CD
653		4	_aAEM
653		4	_aELS
653		4	_aMasonry Walls
700	0		_aHamed Mahmed Mahmoud Salem , _eSupervisor
856			_uhttp://172.23.153.220/th.pdf
905			_aNazla _eRevisor
905			_aSoheir _eCataloger
942			_2ddc _cTH
999			_c56262 _d56262