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1)  Self-anchored suspension cable-stayed bridge
自锚式悬索-斜拉组合体系桥梁
1.
Self-anchored suspension cable-stayed bridge is a new type of bridge.
自锚式悬索-斜拉组合体系桥梁是一种崭新的桥型,兼有自锚式悬索和斜拉桥的特点,结构新颖,造型独特、线形流畅优美,但作为一种新型结构体系桥梁,结构复杂,受力不很明晰,自锚式悬索-斜拉组合体系桥梁吊杆张拉施工是一个复杂的非线性过程,困扰桥梁设计和施工。
2)  self-anchored suspension and cable-stayed composite structure system
自锚式悬索与斜拉组合结构体系
3)  self-anchored cable-stayed suspension bridge
自锚式斜拉-悬索协作体系桥
1.
The Response Surface approach is adopted and random variables that have significant impact on the dependent variables were selected to fit response surface to analyze nonlinear stochastic static of a self-anchored cable-stayed suspension bridge.
大跨度自锚式斜拉-悬索协作体系桥具有显著的几何非线性行为,且存在材料特性、几何尺寸的随机性。
2.
The main bridge of Dalian Gulf Bridge is a kind of self-anchored cable-stayed suspension bridge with 800m main span.
大连跨海大桥主通航孔方案为主跨800 m的自锚式斜拉-悬索协作体系桥,对该桥进行了动力特性分析并按照三水准抗震设防目标的要求,用反应谱方法对该桥进行了地震反应分析。
4)  self-anchored cable-stayed suspension bridge
自锚式吊拉组合体系桥
1.
Using numerical-analytical method,the calculation principles and procedures for finished main cable shape of self-anchored cable-stayed suspension bridge are given,influence matrix for cable force adjustment is deduced,accurate method for determining cable saddle position is set up.
采用数值解析法,给出了自锚式吊拉组合体系桥成桥主缆线形的计算原理和步骤,推导了索力调整的影响矩阵,给出了确定索鞍位置的精确方法。
5)  self-anchored cable-stayed suspension bridge
自锚式斜拉-悬吊协作体系桥
1.
Dynamic analysis of self-anchored cable-stayed suspension bridge;
自锚式斜拉-悬吊协作体系桥动力分析
6)  self-anchored cable-stayed suspension bridge
自锚式斜拉-悬索协作体系
1.
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。
2.
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。
补充资料:多重锚式基团
分子式:
CAS号:

性质:在超分散剂分子结构中,为了更牢固吸附或键合在颜料粒子表面上,减少分散剂从粒子表面上解吸,设计的分子通常具有多个锚式基团如-SOO3H,-COOH等,即多重锚式基团,此时尽管单一锚式基团结合力较低,但通过多点弱结合力的综合作用,仍可较牢固地结合在粒子表面。

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