Theoretical study and results of field tests of seven European bridge spans up to 189 m. in length, unilaterally and bilaterally loaded; derivation of empirical laws expressing relation between torsional stiffening and span length, etc. (see also - discussion in no. 18, Sept. 5, 1930, pp. 215-216, 2 figs.)


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    Title :

    Torsional stiffening of double-track railroad Truss bridges


    Additional title:

    Ueber die Verwindungssteifigkeit von zweigleisigen Eisenbahnfachwerkbruecken


    Contributors:

    Published in:

    Publication date :

    1930


    Size :

    8 pages


    Remarks:

    16 Figs.


    Type of media :

    Article (Journal)


    Type of material :

    Print


    Language :

    German




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