000			02253cam a2200325 a 4500
003			EG-GiCUC
005			20250223031850.0
008			171203s2017 ua h 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.2017.Mo.B
100	0		_aMohamed Gamal AboElkasem Salama
245	1	0	_aBehavior of axially loaded cold-formed steel walls lined with ferro-cement boards / _cMohamed Gamal AboElkasem Salama ; Supervised Metwally Hassan Abuhamd
246	1	5	_aتصرف الحوائط المدرفلة على البارد تحت تأثير الأحمال المحورية و المغطاة بألواح فيروسمنت
260			_aCairo : _bMohamed Gamal AboElkasem Salama , _c2017
300			_a107 P. : _bfacsimiles ; _c30cm
502			_aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520			_aThis study includes three-dimensional nonlinear finite element models which have been established using multipurpose finite element software (ANSYS) to study the behavior of CFS wall panels. Material nonlinearity, geometric imperfection, and contact surface were taken into consideration to achieve effective modeling. The numerical models{u2019} results have been verified against both numerical and experimental works in the literature. A parametric study has been conducted to investigate the influence of various parameters in failure load of wall panel. Two shapes of stud sections have been studied; unlipped C-section and lipped C-section with different thickness and depth. In addition, stud material and screw spacing have been included in the parametric study. The results of unlined stud have been compared to the prediction failure load based on AISI-S100-12 to develop appropriate effective length factors. The summary indicated how these parameters were effective
530			_aIssued also as CD
653		4	_aAxial loading capacity
653		4	_aCold-formed steel wall
653		4	_aFerro-cement board
700	0		_aMetwally Hassan Abuhamd , _eSupervisor
856			_uhttp://172.23.153.220/th.pdf
905			_aNazla _eRevisor
905			_aSamia _eCataloger
942			_2ddc _cTH
999			_c63799 _d63799