The dynamic analysis for earthquake- and wind-induced response of a long span, cable-stayed freeway bridge by NASTRAN in conjunction with post-processors is described. Details of the structural modeling, the input data generation, and numerical results are given. The influence of the dynamic analysis on the bridge design is traced from the project initiation to the development of a successful earthquake and wind resistant configuration.


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    Title :

    Dynamic analysis of a long span, cable-stayed freeway bridge using NASTRAN


    Contributors:
    Salus, W. L. (author) / Jones, R. E. (author) / Ice, M. W. (author)


    Publication date :

    1973-09-01


    Type of media :

    Conference paper


    Type of material :

    No indication


    Language :

    English





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