Buckling of Cable-Stayed Girder Bridges

Man-Chung Tang

Journal of the Structural Division · 1976 · 25 citations · 0 references

Concepts

Abstract

A procedure for estimation of the critical load of cable-stayed girder bridges is derived using energy method. A computer program was developed and used to calculate the buckling load of four bridges with different types of cable configurations. An approximate method is suggested for the preliminary estimation of the lowest critical load. This approximate method yields very good results when it is applied to the examples in this paper.