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    Effect of Continuity on Wheel Load Distribution in Steel Girder Bridges 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 003
    Author(s): Mounir E. Mabsout; Kassim M. Tarhini; Gerald R. Frederick; Abbas Kesserwan
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the finite-element results of a study of the effect of continuity on wheel load distribution factors for 78 bridges. Typical two-equal-span, two-lane, straight, composite steel girder bridges were ...
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    Effect of Multilanes on Wheel Load Distribution in Steel Girder Bridges 

    Source: Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 002
    Author(s): Mounir E. Mabsout; Kassim M. Tarhini; Gerald R. Frederick; Abbas Kesserwan
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a parametric study that investigated the effect of multilanes and continuity on wheel load distribution in steel girder bridges. Typical one- and two-span, two-, three-, and four-lane, ...
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