The status quo and development of the ultimate loads analysis for super long span cable supported Bridges is discussed in this paper.
介绍了超大跨径缆索承重桥梁极限承载力分析的现状和发展趋势。
Ultimate bearing capacity of cable-girder anchorage zone was calculated by nonlinear FE analysis.
采用非线性有限元方法计算了索梁锚固区的极限承载力。
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；
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