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Method is developed by which additional cable stress and deflection curve produced in suspension bridge either by live load or by temperature variation may be directly calculated; due to quick convergence of series used, deflections and bending moments in span truss can be calculated in much shorter time than by usual method. (See also - no. 5, part 1, May 1928, pp. 1464-1478, 5 figs)
Method is developed by which additional cable stress and deflection curve produced in suspension bridge either by live load or by temperature variation may be directly calculated; due to quick convergence of series used, deflections and bending moments in span truss can be calculated in much shorter time than by usual method. (See also - no. 5, part 1, May 1928, pp. 1464-1478, 5 figs)
Stiffness of suspension bridges
Am. Soc. Civil Engrs. -- Proc
Timoshenko, S. (author)
1928
11 pages
2 Figs.
Article (Journal)
English
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