Comparison between finite element and different codes for determining the capacity of composite beam column / Mohammed Ali Ibrahim Ali ; Supervised Shiref Ahmed Mourad , Mohamed Massoud Elsadaawy
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- مقارنة بين طريقة العناصر المحددة والأكواد المختلفة فى تحديد المقاومة القصوى للأعمده المركبة [Added title page title]
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قاعة الرسائل الجامعية - الدور الاول | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2021.Mo.C (Browse shelf(Opens below)) | Not for loan | 01010110083576000 | |||
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مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2021.Mo.C (Browse shelf(Opens below)) | 83576.CD | Not for loan | 01020110083576000 |
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Cai01.13.05.M.Sc.2021.Mo.A Assessment and simulation of Abuzaabal dumpsite impact on the surrounding water resources / | Cai01.13.05.M.Sc.2021.Mo.C CFRP strengthening of steel-RC composite beams- a parametric study / | Cai01.13.05.M.Sc.2021.Mo.C CFRP strengthening of steel-RC composite beams- a parametric study / | Cai01.13.05.M.Sc.2021.Mo.C Comparison between finite element and different codes for determining the capacity of composite beam column / | Cai01.13.05.M.Sc.2021.Mo.C Comparison between finite element and different codes for determining the capacity of composite beam column / | Cai01.13.05.M.Sc.2021.Mo.D Design procedure of stay cables for different bridge configurations / | Cai01.13.05.M.Sc.2021.Mo.D Design procedure of stay cables for different bridge configurations / |
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
The thesis presents an analytical investigation of the flexural and compression load capacity of the composite columns from a steel section encased with reinforced concrete, by using the finite element theory that was applied to different models of the columns under study where several variables were studied such as the area of the longitudinal reinforcement bars and the area of the steel core section, and a comparison of different codes results using the reaction diagram
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