In this paper, a single-pylon cable-stayed bridge without back-stays for the engineering background, study geometrical nonlinearity of prestressed concrete single pylon cable-stayed bridge without back-stays.
本文以某无背索独塔斜拉桥为工程背景,进行预应力混凝土无背索独塔斜拉桥几何非线性的研究。
参考来源 - 无背索独塔斜拉桥几何非线性分析·2,447,543篇论文数据,部分数据来源于NoteExpress
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