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
The primary damage identification based on in-situ test results constitutes an important process for the safety assessment of in-service cable-stayed bridges.
为了对运营中的斜拉桥进行安全性评估，首先需要根据实桥测试结果对结构损伤进行初步识别。
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；
There is no exact answer in bridge design regulation for efficient width of main girder for cable stayed bridges.
斜拉桥的桥面结构有效宽度在桥梁设计规范中没有明确给出。
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