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- W176142350 abstract "A rational method for determination of initial cable forces in cable-stayed bridges without complicated nonlinear analysis is presented. Initial shape analysis for cable-stayed bridges should be able to find optimizated initial cable forces and unstrained length that minimize deflection and vending moments of the deck and pylon. A presented method utilizing the idea of force equilibrium organizes initial shape analysis for each types of cable-stayed bridges. The results of that analysis were compared to several existing methods for 2D numerical examples. And for 3D actual bridges, the improved TCUD method was performed to demonstrate the accuracy of this study." @default.
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- W176142350 date "2011-01-01" @default.
- W176142350 modified "2023-09-22" @default.
- W176142350 title "Practical Determination Method of Initial Cable Forces in Cable-Stayed Bridges" @default.
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