000			02252cam a2200337 a 4500
003			EG-GiCUC
005			20250223031356.0
008			151220s2015 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.So.S
100	0		_aSoha Zaky Mohamed Hussein
245	1	0	_aStrengthening steel I-beam with concrete flange / _cSoha Zaky Mohamed Hussein ; Supervised Mohamed Rabie Mahmoud , Wael Salah Eldin Zaki
246	1	5	_aدراسة تقوية الكمرات الحديد بشفة من الخرسانة المسلحة
260			_aCairo : _bSoha Zaky Mohamed Hussein , _c2015
300			_a96 P. : _bcharts , facsimiles ; _c30cm
502			_aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520			_aStrengthening and rehabilitation of structures is a major concern for researchers in the civil engineering community in recent years due to the aging of these structures and the need for effective methods of strengthening. Concrete slab can be used for strengthening existing steel beams, Strengthening and rehabilitation of structures is a major concern for researchers in the civil engineering community in recent years due to the aging of these structures and the need for effective methods of strengthening. In this research, the behavior of composite beams was studied. An experimental program was carried out to test fourteen simply supported composite beams and a Steel I-beam without any concrete slabs. The composite beams were divided into three groups to investigate the strengthening of steel I-beam with a concrete flange with variable slab thickness, slab width and variable position of top steel I-beam flange to the concrete slab. A valuable conclusion help structural engineer in design of composite sections is gained
530			_aIssued also as CD
653		4	_aConcrete Slab
653		4	_aSteel I-beam
653		4	_aStrengthening
700	0		_aMohamed Rabie Mahmoud , _eSupervisor
700	0		_aWael Salah Eldin Zaki , _eSupervisor
856			_uhttp://172.23.153.220/th.pdf
905			_aEnas _eCataloger
905			_aNazla _eRevisor
942			_2ddc _cTH
999			_c54017 _d54017