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Bridge tests predicted by finite difference plate theory
Resulting experimental data from testing two bridge structures is compared to results from finite differences plate theory; 200-ft span through truss and 80 ft span composite slab-steel girder bridge were tested; strain data were obtained during truss bridge tests, and both strains and deflections were obtained during steel girder bridge tests; results from comparison of experimental and analytical data are in good agreement; analytical technique is computer oriented, requiring minor calculations in order to obtain resulting data. (27111)
Bridge tests predicted by finite difference plate theory
Resulting experimental data from testing two bridge structures is compared to results from finite differences plate theory; 200-ft span through truss and 80 ft span composite slab-steel girder bridge were tested; strain data were obtained during truss bridge tests, and both strains and deflections were obtained during steel girder bridge tests; results from comparison of experimental and analytical data are in good agreement; analytical technique is computer oriented, requiring minor calculations in order to obtain resulting data. (27111)
Bridge tests predicted by finite difference plate theory
ASCE, J Struct Div
Heins, Jr., C.P. (author) / Looney, C.T.G. (author)
1969
17 pages
Article (Journal)
English
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