This article unifies the project example, with the aid of spatial finite element procedure MIDAS, in the dead load experiment foundation, has studied the double-curvature arch bridge's traverse coefficient computational method and the reinforcement method emphatically.
本文结合工程实例,借助空间有限元程序MIDAS,在静载试验基础上,着重研究双曲拱桥荷载横向分布计算方法和加固方法。
参考来源 - 拱桥荷载性能及加固方法的研究·2,447,543篇论文数据,部分数据来源于NoteExpress
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