000			02203cam a2200313 a 4500
003			EG-GiCUC
008			210830s2021 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.Ah.P
100	0		_aAhmed Gamal Mohamed Abdelgawad
245	1	0	_aPunching of reinforced concrete slab-column connections subjected to combined axial loads and unbalanced moments / _cAhmed Gamal Mohamed Abdelgawad ; Supervised Hatem Mostafa Mohamed , Kamal Ghamry Metwally
246	1	5	_aالقص الثاقب لوصلات البلاطات و الأعمدة الخرسانية المعرضة لأحمال محورية بالاضافة لعزوم غير متوازنة
260			_aCairo : _bAhmed Gamal Mohamed Abdelgawad , _c2021
300			_a255 P. : _bcharts , facsimiles ; _c30cm
502			_aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520			_aThis research use finite element method to study punching shear effect on slab-column connections exposed to combined axial loads and unbalanced moments resulted from lateral loads.This thesis investigates the effect of certain factors on the slab-column connection punching shear capacity such as the effect of different values of eccentricity made by the unbalanced moment, the effect of increasing the concrete strength value of slab- column connection, the effect of increasing the flexural reinforcement of the slab-column connection, the effect of using fiber reinforced concrete and the effect of using shear reinforcement. three-dimensional models were created by ANSYS software to represent connections exposed to different loading patterns, and the load-deflection relationships of the software output are compared to conclude the effect of the previously mentioned factors
530			_aIssued also as CD
653		4	_aAxial loads
653		4	_aPunching
653		4	_aSlab-column connections
700	0		_aHatem Mostafa Mohamed , _eSupervisor
700	0		_aKamal Ghamry Metwally , _e Supervisor
905			_aNazla _eRevisor
905			_aShimaa _eCataloger
942			_2ddc _cTH
999			_c81911 _d81911