A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Torsional stiffening of double-track railroad Truss bridges
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.)
Torsional stiffening of double-track railroad Truss bridges
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.)
Torsional stiffening of double-track railroad Truss bridges
Ueber die Verwindungssteifigkeit von zweigleisigen Eisenbahnfachwerkbruecken
Bernhard, R. (author)
1930
8 pages
16 Figs.
Article (Journal)
German
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