combined cable stayed suspension bridge 吊拉组合桥
combined cable-stayed suspension bridge 吊拉组合索桥
Self-anchored Cable-stayed Suspension Bridge 自锚式斜拉悬索协作体系
Self-anchored combined cable-stayed suspension bridge 自锚式吊拉组合桥
cable-stayed-suspension hybrid bridge 吊拉组合体系桥
suspension cable stayed composite bridge 悬索斜拉协作体系桥
The rational cable force of self-anchored suspension bridge can be researched by the methods being used in optimizing the cable force of cable-stayed bridge.
自锚式悬索桥理想状态的成桥吊索力，可借用斜拉桥中常用的几种索力优化方法进行研究。
The static behavior of self-anchored cable-stayed suspension bridge is described with continuum method.
按连续体的方法描述自锚式斜拉-悬索协作体系桥在竖向荷载作用下的结构静力行为。
Then the application of FRP in long span bridge is introduced. It is analyzed that how the extreme span can be enlarged when the FRP material is adopted in cable stayed bridge or suspension bridge.
本文分析了FRP材料的特点以及与传统材料相比的突出优点，特别分析了FRP材料用于大跨度斜拉桥或悬索桥时，可以使结构的极限跨径有很大的提高，可以为一些特大跨径桥梁的设计提供新的思路。
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