Composite and Steel Cable-stayed Bridges 合梁和钢斜拉桥
long Span Cable-Stayed Bridges 大跨径斜拉桥
RC cable-stayed bridges RC斜拉桥
pc cable-stayed bridges 预应力混凝土斜拉桥
pc cable stayed bridges 预应力混凝土斜拉桥
concrete cable-stayed bridges 混凝土斜拉桥
long-span cable-stayed bridges 大跨度斜拉桥
low tower cable-stayed bridges 矮塔斜拉桥
Analysis and control for parametric vibration of cable-stayed bridges.
斜拉桥参数振动的分析及其控制研究。
参考来源 - 应用形状记忆合金的大跨桥梁结构振动控制理论研究与振动台试验In anchorage area of tensile anchor plates type of cable-stayed bridges, there are quite a large number of welds and thick plate, and stress concentration. Irregular distribution of welding residual stress is also the primary problem.
对于斜拉桥钢锚拉板式索梁锚固结构区域,板件厚、焊缝复杂且焊缝交叉、焊接残余应力集中、分布不明确。
参考来源 - 超声冲击法消减焊接残余应力的试验分析研究·2,447,543篇论文数据,部分数据来源于NoteExpress
During the past decades, cable-stayed Bridges have found wide application, especially in western Europe.
在过去数十年中斜拉桥得到广泛的应用,特别是在欧洲。
The ultimate load of cable-stayed bridges is determined by the failure path of structure under the dead load.
在自重荷载作用下,斜拉桥极限承载力与结构的失效路径有关;
Up to date, when designing the reasonable cable forces of cable-stayed Bridges, the special Bridges design process is adopted.
目前,在进行斜拉桥合理成桥状态设计时,通常都是采用专用桥梁设计程序。
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