说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 词典 -> 主缆成桥线形
1)  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
2)  configuration of main cable of completed bridge
成桥主缆线形
3)  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。
4)  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。
5)  shape of dead load state
成桥线形
1.
Based on spatial finite element model of cable-stayed bridge,the shape of dead load state was the objective function in this method.
以斜拉桥空间有限元模型为基础,以成桥线形为目标函数,通过转化次要目标函数为约束条件等措施,采用无约束的共轭梯度法,对成桥索力进行了优化计算,并应用该法对红岛航道桥这一独塔双索面钢箱梁斜拉桥进行了索力调整计算。
6)  main cable [bridge]
主缆〔桥〕
补充资料:奉和裴令公新成午桥庄绿野堂即事
【诗文】:
旧径开桃李,新池凿凤凰。
只添丞相阁,不改午桥庄。
远处尘埃少,闲中日月长。
青山为外屏,绿野是前堂。
引水多随势,栽松不趁行。
年华玩风景,春事看农桑。
花妒谢家妓,兰偷荀令香。
游丝飘酒席,瀑布溅琴床。
巢许终身稳,萧曹到老忙。
千年落公便,进退处中央。
[时裴加中书令,]





【注释】:



【出处】:
全唐诗
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条