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根据结构力学柔度法原理,结合多塔斜拉结构的特点,建立变位协调方程,用以计算四塔悬浮体系斜拉输水结构的内力与变位。
According to the principle of structural mechanics flexibility method and combined with the characteristics of multi-tower cable-stayed structure, the displacement coordination equation is established to calculate the internal force and displacement of the cable-stayed transmission structure of the four-tower suspension system.