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本文用结构力学的方法,推导出静定的单铰支座两跨连续曲梁和超静定的单铰支座三跨连续曲梁影响线的计算公式。
In this paper, using the method of structural mechanics, the formulas for calculating the influence lines of two-span continuous curved beams with single hinge and static three-span continuous curved beams with statically indeterminate single hinge are deduced.