000			02110cam a2200325 a 4500
003			EG-GiCUC
005			20250223031159.0
008			150322s2014 ua e 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.Ah.B
100	0		_aAhmed Fady Mahmoud Farid
245	1	0	_aBoundary element analysis of shear - deformable plates on tension - less elastic foundation / _cAhmed Fady Mahmoud Farid ; Supervised Youssef Fawzy Rashed
246	1	5	_aالتحليل باستخدام العناصر الحدوديه للألواح المشكله فى القص و المستنده على أساسات لا تتحمل الشد
260			_aCairo : _bAhmed Fady Mahmoud Farid , _c2014
300			_a143 P. : _bplans ; _c30cm
502			_aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520			_aA new direct boundary element (BEM) technique is established to analyze plates on tension - less elastic foundation. Soil is modeled as Winkler foundation. The considered BEM is based on formulation of vander weeën for the shear deformable plate bending theory of reissner. The developed technique uses the PLPAK software to solve the plate bending problem and coupled with iterative process to eliminate tensile stresses in the underneath foundation. The applied loads are applied as a single increment. The tensile zones are redistributed until the real contact zone of plate is reached. The advantage of this technique is its simplicity which could be easily extended to include all other soil nonlinear effects. Several examples are tested and results are compared to analytical and previously published results to verify the proposed technique
530			_aIssued also as CD
653		4	_aBoundary element
653		4	_aPLPAK
653		4	_aTension - less elastic foundation
700	0		_aYoussef Fawzy Rashed , _eSupervisor
856			_uhttp://172.23.153.220/th.pdf
905			_aNazla _eRevisor
905			_aSamia _eCataloger
942			_2ddc _cTH
999			_c49969 _d49969