Analysis of Cable-Stayed Girder Bridges

by Man-Chung Tang, (M.ASCE), Chf. Engr.; Dyckerhoff & Widmann, Inc., New York,

Serial Information: Journal of the Structural Division, 1971, Vol. 97, Issue 5, Pg. 1481-1496

Document Type: Journal Paper

Discussion: Lazar Benjamin E. (See full record)
Closure: (See full record)

Abstract: The reduction method is used to analyze cable-stayed bridges. The nonlinear behavior of tower and girder due to the existence of high compression forces in these members and the nonlinear relationsihp between the tensile forces and the deformation of cables are considered. All nonlinear terms are treated as imaginary external loads so that the solution of simultaneous differential equations becomes unnecessary. The method is suitable for digital computers.

Subject Headings: Cables | Cable stayed bridges | Deformation (mechanics) | Bridge tests | Girder bridges | Nonlinear response | Girders |

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