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1)  composite girder cable-stayed bridge
结合梁斜拉桥
1.
The composite girder cable-stayed bridge has rapid developed in past tens years and has wide application prospect, because it has many advantages and stronger competition ability compared with other type cable-stayed bridge.
结合梁斜拉桥以其具有相对其它类型斜拉桥的诸多优点和较强的竞争力,在近十几年来得到了迅猛的发展并有着广阔的应用前景。
2)  hybrid cable-stayed bridge
混合梁斜拉桥
1.
The structural behavior of the concrete deck in hybrid cable-stayed bridge was studied through the simplified analysis of the deck load-carrying behavior and stress control in cross sections.
本文通过对混合梁斜拉桥的混凝土主梁受力和截面应力控制的简化分析 ,说明了混凝土梁段的受力特点 ,并对苏通大桥混合梁斜拉桥方案的混凝土梁段应力作了概念分析 ,给出了混凝土梁的应力计算结果 ,有助于对混合梁斜拉桥边跨合理跨径布置的理
2.
Dongsha Bridge is a single tower hybrid cable-stayed bridge.
混合梁斜拉桥由于其主跨采用钢梁,所以具有跨越能力大的优点,而边跨采用混凝土梁从而起到了很好的锚固作用且兼有降低建桥成本的特点。
3.
With the rapid development of the bridge technology, hybrid Cable-stayed Bridge displayed strong vitality because of its unique construction and technical characteristics , In recent years, Hybrid Cable-stayed Bridge wide applicated home and abroad, and progressive had been one of the developing direction in long-span bridge.
随着桥梁技术的发展,混合梁斜拉桥以其独特的构造与技术特点显示出其强大的生命力,在国内外得到广泛的应用,已经逐渐成为今后大跨度桥梁发展方向之一。
3)  hybrid girder cable-stayed bridge
混合梁斜拉桥
1.
Hybrid girder cable-stayed bridge generally means the edge span and main span across different materials were used, linking sites located in the vicinity of a bridge tower.
混合梁斜拉桥一般指主梁的边跨与主跨分别采用不同材料,连接部位设于桥塔附近的一种斜拉桥型式。
2.
Hybrid Girder Cable-Stayed Bridge is a new direction in modern large span bridges for its’unique structural characteristics.
混合梁斜拉桥具有独特的结构特点,是今后大跨度斜拉桥发展方向之一。
4)  composite cable-stayed bridge
组合梁斜拉桥
1.
The deck with double edge-girders is widely used in composite cable-stayed bridge.
组合梁斜拉桥桥面体系大多数采用双主梁形式,组合梁斜拉桥主梁在弯矩,轴力复合作用下具有明显的剪力滞后现象。
5)  Plate-truss composite Cable-stayed bridge
板桁结合斜拉桥
6)  hybrid cable-stayed bridge
独塔混合梁斜拉桥
1.
Optimizing research on dead load cable tension of hybrid cable-stayed bridge with single tower;
独塔混合梁斜拉桥成桥恒载索力优化研究
2.
According to the structural style and stress characteristics of hybrid cable-stayed bridge with single tower,the objective function and constraint condition are proposed for optimization solution,and the reasonable dead load cable tension can be determined.
针对独塔混合梁斜拉桥的结构形式和受力特点,提出该类斜拉桥的索力优化目标函数和约束条件,并对其进行优化求解,进而确定合理的成桥索力。
补充资料:非结合环与非结合代数


非结合环与非结合代数
on-associative rings and algebras

非结合环与非结合代数【珊心胭仪妇柱视血娜.d alge-b旧s;。eaceo””姗.oe.二、双a.幼。6P。」 具有两个二元运算+与,,除了可能不满足乘法结合律外,满足结合环与代数(a洛。clati记nn邵and目罗b璐)之所有公理的集合.非结合环与代数的第一批例子出现在19世纪中叶,是不结合的(Ca外呀数(c盯触yn山n1比IS)和更一般的超复数(h”姆rComp恤nUmber)).给定一个结合环(代数),如果用运算〔a,bl二ab一ba代替原有的乘法,其结果是一个非结合环(代数),这是个Lie环(代数).另一类重要的非结合环(代数)是Jo攻lan环(代数),它们可由在特征非2的域(或有1和1/2的交换的算子环)上的结合代数中定义运算a·b=(ab+ba)/2得到.非结合环与代数的理论已经发展成代数学的一个独立分支,展现出与数学的其它领域以及物理学、力学、生物学及其他学科的许多联系.这个理论的中心部分是熟知的拟结合环和代数(n比ly一别粥戊泊石wn刀乡缸记a】罗bras)的理论,它们有:Lie环和珠代数,交错环和交错代数,北攻坛幻环与Joltlan代数,MaJ几哪B环和Ma月五U口B代数,以及它们的某些推广(见Ue代数(Lieal罗bra);交错环与代数(司加叮必tiverm邵alld目罗b挑);J加止川代数(Jo攻协nal罗bIa);M幼城e。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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