Firas Bou Diab, Mounir E. Mabsout, Kassim M. Tarhini
Abstract
This paper presents the results of a parametric study evaluating the effect of skew angle on the wheel load distribution in steel girder highway bridges. The finite element method was used to investigate the effect of various parameters such as the s
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This paper presents the results of a parametric study evaluating the effect of skew angle on the wheel load distribution in steel girder highway bridges. The finite element method was used to investigate the effect of various parameters such as the s
Key concepts: Skew, Structural engineering, Engineering, Girder, Structural load, Forensic engineering, Telecommunications