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1)  cable shape
主缆线形
1.
We introduce the zero method principle which can calculate initial stress while gravity act and the iterative method which can determine the cable shape.
介绍了按照零位移原则确定重力作用下主缆的初始应力状态的方法及确定主缆线形的迭代算法。
2.
In order to calculate the cable shape of suspension bridge with spatial cables at bridge completion stage and cable finish stage,a 3-dimensional analysis model is used and an numerical-analytical method is proposed,the effect of saddle and coupling between cable and hanger are also considered.
用空间分析模型 ,考虑了主缆和吊索的耦合效应和鞍座的影响 ,采用数值解析法对空间缆索悬索桥成桥状态和空缆状态主缆线形进行分析 ,然后通过算例验证了所提方法的正确性 。
3.
Using numerical-analytical method,considering the influence of saddle,the calculation principles and procedures for cable Linetype of finished bridge state of cable-stayed suspension bridge were introduced,and a new method for calculation of cable shape and saddle predisplacement of cable finished stage was given.
采用数值解析法,考虑索鞍的影响,介绍了吊拉组合体系桥成桥状态主缆线形的计算原理和步骤,给出了空缆状态线形和索鞍预偏量计算的一种新方法。
2)  cable curve
主缆线形
1.
Segmental catenary method of calculating the cable curve of suspension bridge;
悬索桥成桥主缆线形计算的分段悬链线法
2.
It consists of two parts, calculation of cable curve for suspension bridge and geometric nonlinear analysis of bridge structure.
全文主要包括两大部分:悬索桥主缆线形计算部分和桥梁结构几何非线性分析部分。
3.
According to the strong geometric nonlinear character of long-span suspension bridges, this thesis has explored the calculation of cable curve for suspension bridge and geometric nonlinear analysis theory of suspension bridge.
针对大跨度悬索桥所具有的强几何非线性,本文探索了悬索桥主缆线形计算理论和结构几何非线性有限元分析理论,并提出了一些新的计算方法。
3)  configuration of main cable of completed bridge
成桥主缆线形
4)  finished main cable shape
主缆成桥线形
1.
Analysis of finished main cable shape of self-anchored suspension bridges with single tower
独塔自锚式悬索桥主缆成桥线形分析
5)  shape-finding
主缆找形
6)  curve of the main cable
主缆曲线
1.
Therefore it must present the geometric coordinates of the curve of the main cable before installing.
悬索桥主缆安装时受到荷载分布、自身变形、温度变化、鞍座偏移等诸多因素的影响 ,因此 ,应预先给出安装阶段主缆曲线的几何坐标 ,对特大桥施工而言 ,这点尤为重要。
补充资料:主链断裂和主链裂解
分子式:
CAS号:

性质:又称主链断裂和主链裂解。发生在有支链结构高分子的主链上的共价键的断裂反应。可细分为两种类型:一种为主链端基断裂(断裂反应发生在末端链节上);一种为主链无规断裂(高分子主链的断裂没有固定点,主要发生在弱键处)。

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