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1)  PC cable-stayed bridge
PC斜拉桥
1.
Reason analysis of the support frame casting in situ crack of block 0 of a PC cable-stayed bridge
PC斜拉桥0号块支架现浇开裂原因分析
2.
The authors compare different existing theories and picked out the Age-Adjusted Effective Modulus Method presented by Trost-Bazant as one that fits in with the stage-bystage construction procedure of PC cable-stayed bridges.
通过对现有各种理论的研究和比较,认为Trost-Basant提出的“按龄期调整的有效模量法”是适合于PC斜拉桥分阶段施工特点的收缩徐变计算理论。
3.
Cable force adjustment is an effective measurement to reduce cable force errors after replacement of cables in existing PC cable-stayed bridges.
天津永和斜拉桥的调索实践为今后PC斜拉桥的调索工程提供了较为重要的参考。
2)  long-span PC cable-stayed bridge
大跨度PC 斜拉桥
1.
This thesis discusses the geometric nonlinear theory of the bars system and applies the technique of “birth and death element”to the simulation analysis for the long-span PC cable-stayed bridge under construction, which makes modeling job very simple, and date transfer.
本文还论述了大跨度PC 斜拉桥的稳定分析理论,研究了特征值屈曲分析和几何非线性屈曲分析在ANSYS 中的实现方法并对荆州桥在典型施工阶段的两种稳定系数进行对比分析。
3)  diagonal cable bridge tower
斜拉桥桥塔
1.
Analysis of slackening shake stability of a single post style diagonal cable bridge tower;
某单柱式斜拉桥桥塔的驰振稳定性分析
4)  inclined-pylon cable-stayed bridge
斜塔斜拉桥
1.
Taking an inclined-pylon cable-stayed bridge in Xiamen as an example,the article applies several cable adjusting theories to adjust the cable,and determines the completion cable force suitable for this bridge after the comparison.
该文以厦门某座斜塔斜拉桥为例,运用几种调索理论进行调索,进行比选后确定了适合本桥的成桥索力。
5)  cable-stayed bridge
斜拉桥
1.
Benchmark control problem in the study of seismic response of cable-stayed bridges;
斜拉桥地震响应振动控制Benchmark问题研究
2.
TMD,TLD and performance tests for vibration control of steel tower of large span cable-stayed bridge during construction;
大跨度斜拉桥钢塔施工阶段制振用TMD、TLD装置及其性能试验
3.
Analysis of internal force on temperature of asymmetric tendon disposition cable-stayed bridge in transient temperature field;
瞬态温度场下非对称布索斜拉桥的温度分析
6)  Cable stayed bridge
斜拉桥
1.
The wind-resistant stability analysis and seismic of single tower double planes cable stayed bridge;
独塔双索面斜拉桥抗震及抗风稳定性分析
2.
The development status and development trend of cable stayed bridge;
斜拉桥的发展现状与发展趋势
3.
The diagonal loading method of cable stayed bridge cable tower anchorage zone model experiment;
斜拉桥索塔锚固区模型试验的斜向加载方法
补充资料:斜拉桥
斜拉桥
cable-stayed bridge
    用锚在塔柱上的多根斜向钢缆索吊住主梁的桥。又称斜张桥。第二次世界大战后发展的桥型之一。由桥墩、桥台  、辅助墩、塔柱、缆索和主梁组成。主梁为缆索多点悬吊,跨越能力大,内力小,高度低,施工方便,可用钢结构、预应力混凝土结构建造。箱形钢梁与钢筋混凝土桥面板组成的结合梁做主梁,用钢材较少,可减轻重量,噪声小,多用于城市桥。也可做铁路桥、人行桥和管道桥。自1955年瑞典建成第一座跨径182.6米的钢斜拉桥(斯特伦松德桥)以来,发展非常迅速,跨径不断增大,技术不断进步。1993年中国上海建成的杨浦大桥跨径已达602米,居世界首位。
   
   

法国的布罗托讷桥

法国的布罗托讷桥

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