Study of dynamic behavior of I-beam type bridges with span lengths in range between 20 and 78 ft traversed by heavy vehicles; factors affecting dynamic response of bridges including speed of vehicle, spacing of vehicle axles, dynamic conditions of bridge and vehicle as vehicle enters on span, and unevenness of bridge surface are considered.


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    Title :

    Dynamic behavior of simple-span highway bridges


    Additional title:

    Nat Research Council -- Highway Research Board -- Bul


    Contributors:
    Wen, R.K. (author) / Veletsos, A.S. (author)


    Publication date :

    1961


    Size :

    26 pages


    Type of media :

    Article (Journal)


    Type of material :

    Print


    Language :

    English






    Response of simple-span highway bridges to moving vehicles

    Walker, W.H. / Veletsos, A.S. | Engineering Index Backfile | 1966


    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