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A damage assessment model of slender bridge members based on 1D linear member theory with frequency dependent parameters

机译:基于1D线性构件理论,频率相关参数损伤碎屑桥构件的损伤评估模型

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摘要

In this study, a linear model with frequency dependent structural property was used to generate the correspondingfrequency response function and dynamic stiffness for selected dynamic problems where certain nonlinearity can beresulted from time/space vary
机译:在本研究中,使用具有频率相关结构属性的线性模型来产生对应的频率响应函数和动态刚度,以便在时间/空间变化的某些非线性可以丧生某些非线性

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