Abstract A simplified method for predicting the deflections of cable-stayed suspension bridges considering live loads is presented. In the proposed method the governing equation of the cable-stayed suspension bridge, based on potential energy method, is derived. A Fourier series is used to describe the defections of the bridge deck. It has been shown from the numerical investigation of two different cable-stayed suspension bridges that the iteration procedure has a very high convergence rate. Only a few iterations are needed and a small number of series terms are sufficient for achieving the solutions of the problems. The predictions of the proposed method show good agreement with finite element results.
Simplified method for predicting the deflections of cable-stayed suspension bridges considering live loads
KSCE Journal of Civil Engineering ; 19 , 5 ; 1413-1419
2014-12-01
7 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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