A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
In this paper a method is developed by which the additional cable stress and the deflection curve produced in a suspension bridge either by live load or by temperature variation may be directly calculated. Due to the quick convergence of the series used, the deflections and the bending moments in the span truss can be calculated in much shorter time than by the usual method.
In this paper a method is developed by which the additional cable stress and the deflection curve produced in a suspension bridge either by live load or by temperature variation may be directly calculated. Due to the quick convergence of the series used, the deflections and the bending moments in the span truss can be calculated in much shorter time than by the usual method.
The Stiffness of Suspension Bridges
Timoshenko, S. (author)
Transactions of the American Society of Civil Engineers ; 94 ; 377-391
2021-01-01
151930-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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