The ultimate bearing capacity of Dong Ping continuous steel truss arch bridge has been analyzed by using three different ways, which are elastic, non-linear geometry, double nonlinear methods.
分别采用线弹性、几何非线性、双重非线性三种不同的方法分析东平水道连续钢桁拱桥的极限承载力。
参考来源 - 三主桁连续钢桁拱桥静力特性及稳定极限承载力研究·2,447,543篇论文数据，部分数据来源于NoteExpress
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