Live load distribution for curved steel trapezoidal box- girder bridges /
Mohamed Osama Ibrahim Elgohary
Live load distribution for curved steel trapezoidal box- girder bridges / توزيع الأحمال الحية فى الكبارى الصلب المنحنية الصندوقية شبه المنحرفة Mohamed Osama Ibrahim Elgohary ; Supervised Ahmed H. Amer - Cairo : Mohamed Osama Ibrahim Elgohary , 2013 - 123 P. : charts , facsimiles ; 30cm
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
Curved steel bridges Live load distribution Trapezoisal box- girder
Live load distribution for curved steel trapezoidal box- girder bridges / توزيع الأحمال الحية فى الكبارى الصلب المنحنية الصندوقية شبه المنحرفة Mohamed Osama Ibrahim Elgohary ; Supervised Ahmed H. Amer - Cairo : Mohamed Osama Ibrahim Elgohary , 2013 - 123 P. : charts , facsimiles ; 30cm
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
Curved steel bridges Live load distribution Trapezoisal box- girder