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- W629908942 abstract "Based on cable configuration equations of traditional earth-anchored suspension bridges, deformation compatible equations of main cables, of stiffening girders and pylons were presnted, which brought about an analytical method for main cable configuration of self anchored suspension bridges. In this method, finite element method analysis was not necessary, with predefining spans, sags, properties of cables, characters of stiffening girders and pylons, cable configuration equations and deformation compatible equations of stiffening girders and pylons formed solvable equations. Initial and final configuration of the cables, unstressed cable length, saddle displacement could be. obtained by solving these equations.This method is elegant, accurate and efficient, and it was successfully used in the construction control of Jinhua Kangji Bridge.The final configuration of the bridge is very close to the design, namely the maximum error is no more than 27 tara. For its high accuracy and efficiency in solving saddle displacement and cable configuration etc., an effective method was provided to optimize, structures of self-anchored suspension bridges, especially to optimize the ratio of side spans to main spans." @default.
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- W629908942 date "2007-02-01" @default.
- W629908942 modified "2023-09-25" @default.
- W629908942 title "An Analytical Method for Main Cable Configuration of Self-anchored Suspension Bridges" @default.
- W629908942 hasPublicationYear "2007" @default.
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