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Live load distribution for curved steel trapezoidal box- girder bridges / Mohamed Osama Ibrahim Elgohary ; Supervised Ahmed H. Amer

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mohamed Osama Ibrahim Elgohary , 2013Description: 123 P. : charts , facsimiles ; 30cmOther title:
  • توزيع الأحمال الحية فى الكبارى الصلب المنحنية الصندوقية شبه المنحرفة [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Live load distribution factor is a key factor for designing and analyzing curved steel box- girder bridges . A 3-D finite element model is carried out for the analysis of the curved steel trapezoidal bridges , The parameters considered in the study were radius of curvature, girder spacing span length, slab thickness, girder longitudinal stiffness, girder torsional inertia, number of girders, and cross frame spacing
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Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2013.Mo.L (Browse shelf(Opens below)) Not for loan 01010110062413000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2013.Mo.L (Browse shelf(Opens below)) 62413.CD Not for loan 01020110062413000

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

Live load distribution factor is a key factor for designing and analyzing curved steel box- girder bridges . A 3-D finite element model is carried out for the analysis of the curved steel trapezoidal bridges , The parameters considered in the study were radius of curvature, girder spacing span length, slab thickness, girder longitudinal stiffness, girder torsional inertia, number of girders, and cross frame spacing

Issued also as CD

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