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A platform for research: civil engineering, architecture and urbanism
Theoretical and experimental studies were carried out to verify concept of similar assumption for evaluation of plate girder bridge with upper and lower lateral bracings and that of box girder bridge; theoretical evaluations are compared with results of experimental measurements using 1/10 scale model railway bridges having span of 42 m; models were designed so that arrangement and number of bulkheads may be varied.
Theoretical and experimental studies were carried out to verify concept of similar assumption for evaluation of plate girder bridge with upper and lower lateral bracings and that of box girder bridge; theoretical evaluations are compared with results of experimental measurements using 1/10 scale model railway bridges having span of 42 m; models were designed so that arrangement and number of bulkheads may be varied.
Stresses of box girder and deck plate girder in torsion bending
Tokyo. Ry Tech Research Inst -- Quarterly Report
Itoh, F. (author)
1963
5 pages
Article (Journal)
English
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