A consistent BEM based modeling of tall buildings / Ahmed Usama Said Said Abdelhady ; Supervised Wael Mohamed Khalil Eldegwy , Youssef Fawzy Rashed

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Ahmed Usama Said Said Abdelhady

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TextLanguage: English Publication details: Cairo : Ahmed Usama Said Said Abdelhady , 2016Description: 89 P. : facsimiles ; 30cmOther title:

تطبيق العناصر الحدودية لنمذجة المبانى العالية [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: A 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

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Item type	Current library	Home library	Call number	Copy number	Status	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2016.Ah.C (Browse shelf(Opens below))		Not for loan	01010110071555000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2016.Ah.C (Browse shelf(Opens below))	71555.CD	Not for loan	01020110071555000

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Previous	Cai01.13.05.M.Sc.2016.Ab.W Wastewater reuse potential in Sana{u2019}a basin /	Cai01.13.05.M.Sc.2016.Ah.B Behavior of concrete filled double skin (CHS inner and CHS outer) steel tubular beam columns /	Cai01.13.05.M.Sc.2016.Ah.B Behavior of concrete filled double skin (CHS inner and CHS outer) steel tubular beam columns /	Cai01.13.05.M.Sc.2016.Ah.C A consistent BEM based modeling of tall buildings /	Cai01.13.05.M.Sc.2016.Ah.C A consistent BEM based modeling of tall buildings /	Cai01.13.05.M.Sc.2016.Ah.E Effectiveness of variable message signs in improving the road network performance through route guidance /	Cai01.13.05.M.Sc.2016.Ah.E Effectiveness of variable message signs in improving the road network performance through route guidance /	Next

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

A 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

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