000			01975cam a2200337 a 4500
003			EG-GiCUC
005			20250223031715.0
008			170411s2016 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.2016.Ah.C
100	0		_aAhmed Usama Said Said Abdelhady
245	1	2	_aA consistent BEM based modeling of tall buildings / _cAhmed Usama Said Said Abdelhady ; Supervised Wael Mohamed Khalil Eldegwy , Youssef Fawzy Rashed
246	1	5	_aتطبيق العناصر الحدودية لنمذجة المبانى العالية
260			_aCairo : _bAhmed Usama Said Said Abdelhady , _c2016
300			_a89 P. : _bfacsimiles ; _c30cm
502			_aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520			_aA novel coupled boundary element method and stiffness analysis technique for modelling of tall buildings is developed through this research. The floor stiffness matrix is computed in two different ways using the boundary element method. Columns, walls and cores are modelled using frame elements with a real geometry floor contact area. Warping effects are considered in the formation of the frame element stiffness matrix. Additional stiffness matrices may be added to the overall building in order to model the building{u2019}s foundations including soil structure interaction. Post-processing is carried out for floor, beam and frame elements. The results of several examples done in this research are compared against numerical finite element results
530			_aIssued also as CD
653		4	_aBEM
653		4	_aStiffness analysis
653		4	_aWarping
700	0		_aWael Mohamed Khalil Eldegwy , _eSupervisor
700	0		_aYoussef Fawzy Rashed , _eSupervisor
856			_uhttp://172.23.153.220/th.pdf
905			_aNazla _eRevisor
905			_aSamia _eCataloger
942			_2ddc _cTH
999			_c60636 _d60636