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- W2370125054 abstract "To improve the mechanical behavior of multi-pylon cable-stayed bridges,the subsidiary piers are arranged at side spans of the bridges.The finite element method is used herewith to analyze the effect of the subsidiary piers on the mechanical behavior of the bridges and the effect of the piers on the static behavior of the 4-pylon cable-stayed bridges with different structural arrangement is discussed.The results demonstrate that the arrangement of the piers at the side spans can reduce in a certain degree the pylon top horizontal displacement,midspan deflection,midspan bending moment and pylon footing bending moment,has a certain effect of increasing the structural rigidity and for the 4-pylon cable-stayed bridges already stiffened by other measures,the arrangement of the piers is also helpful to further increase the global structural rigidity." @default.
- W2370125054 created "2016-06-24" @default.
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- W2370125054 date "2010-01-01" @default.
- W2370125054 modified "2023-09-23" @default.
- W2370125054 title "Effect of Subsidiary Piers on Mechanical Behavior of Multi-Pylon Cable-Stayed Bridges" @default.
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