self-anchored cable-stayed suspension bridge

基本解释

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。
How to determine the spatial position of structural components and their internal force is the key issue in structural analysis for self-anchored cable-stayed suspension bridge.
目的研究确定自锚式斜拉-悬索协作体系桥成桥状态时构件的空间位置和缆索的成桥索力。
Finally, the elementary assumption of its application in cable stayed bridge, partially cable-stayed bridge, self-anchored suspension bridge and continuous rigid frame bridge is proposed.
最后，对钢-混凝土组合箱梁在斜拉桥、部分斜拉桥、自锚式悬索桥以及连续刚构桥中的应用进行分析讨论。