Study of bridge idealized as single beam, simply supported at ends; within limitations of bridge idealization, vehicle is accurately represented as multiple-axle sprung load with proper account taken of effect of interleaf friction in its suspension system; consideration is given to effect of roadway roughness; initial conditions for vehicle were assumed to be no initial verticle motion, small initial sinusoidal motion of vehicle with arbitrary phase relation, and large initial motion of vehicle at instant each axle enters span to simulate effect of sharp discontinuity between approach pavement and bridge surface.


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    Title :

    Response of simple-span highway bridges to moving vehicles


    Additional title:

    Illinois Univ -- Eng Experiment Station -- Bul


    Contributors:


    Publication date :

    1966


    Size :

    69 pages


    Type of media :

    Article (Journal)


    Type of material :

    Print


    Language :

    English




    Response of Simple-Span Highway Bridges to Moving Vehicles

    W. H. Walker / A. S. Veletsos | NTIS | 1965


    Response of simple-span highway bridges to moving vehicles

    Walker, W.H. / Veletsos, A.S. | Engineering Index Backfile | 1963


    Response of Three-Span Continuous Highway Bridges to Moving Vehicles

    J. A. Nieto-Ramirex / A. S. Veletsos | NTIS | 1965


    Response of three-span continuous highway bridges to moving vehicles

    Nieto-Ramirez, J.A. / Veletsos, A.S. | Engineering Index Backfile | 1966