Analysis and design of transversally stiffened web panels under pure shear / Adel Essam Ali Ali Abdelnabi ; Supervised B.E.Machaly , S.S.Safar
Language: Eng Publication details: Cairo : Adel Essam Ali Ali Abdelnabi , 2007Description: 143P. : charts , facsimiles ; 30cmOther title:- تحليل وتصميم الكمرات العميقة تحت تاثير قوى القص [Added title page title]
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قاعة الرسائل الجامعية - الدور الاول | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2007.Ad.A (Browse shelf(Opens below)) | Not for loan | 01010110048622000 | ||
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مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2007.Ad.A (Browse shelf(Opens below)) | 48622.CD | Not for loan | 01020110048622000 |
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Cai01.13.05.M.Sc.2007.Ab.R Residential construction projects risk in Saudi Arabia / | Cai01.13.05.M.Sc.2007.Ab.R Residential construction projects risk in Saudi Arabia / | Cai01.13.05.M.Sc.2007.Ad.A Analysis and design of transversally stiffened web panels under pure shear / | Cai01.13.05.M.Sc.2007.Ad.A Analysis and design of transversally stiffened web panels under pure shear / | Cai01.13.05.M.Sc.2007.Ah.B Behaviour of biaxially loaded short composite and internally reinforced concrete columns / | Cai01.13.05.M.Sc.2007.Ah.B Behaviour of biaxially loaded short composite and internally reinforced concrete columns / | Cai01.13.05.M.Sc.2007.Ah.E Evaluation of seismic actions in Egyptian loading standards compared to international codes / |
Thesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering
The analysis of transversely stiffened plate girder web panels subjected to pure shear was established herein using a three - dimensional finite element model incorporating material and geometric imperfections.Although current design rules adopted in AASHTO - LRFD and AISC - LRFD specifications predict the overall shear strength of web panels with reasonable accuracy
Issued also as CD
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