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1.On the assumption that the framed tower can be represented by multi-segment cantilever carrying a spring support, a mathematical expression to determine the natural frequencies of a framed tower is obtained by using the equation of the transverse vibration for the analytical model of elastic continuous body and the method of numerical solution.
摘要框架和塔连接后可简化为一个弹性支承的系统,利用弹性连续体分析法求解振动方程,推导出了计算框架塔自振频率的理论公式。收藏指正
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