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Transverse vibration of viscoelastic Timoshenko beam-columns

机译:粘弹性TIMOSONKO梁柱的横向振动

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摘要

Transverse vibration of viscoelastic Timoshenko beam-columns is investigated. The normal and the shear stress-strains are constituted by the Kelvin model with different viscosity parameters. The governing equations and the boundary conditions are derived from the generalized Hamilton principle. The exact frequency equations and the modal functions are proposed. The orthogonality conditions are established in the state space. The transverse response to arbitrary external excitation and initial conditions is determined via decoupling the governing equations based on the orthogonality. The natural frequencies and the decrement coefficients of various beam and beam-column models are numerically contrasted. The effects of the length-to-depth ratio, the axial tension, and the viscosity coefficients on the natural frequencies and the decrement coefficients are numerically demonstrated.
机译:研究了粘弹性Timoshenko梁柱的横向振动。 正常和剪切应力菌株由具有不同粘度参数的海尔文模型构成。 管理方程和边界条件源自广义汉密尔顿原则。 提出了精确的频率方程和模态功能。 在状态空间中建立正交性条件。 通过基于正交性解耦的控制方程来确定对任意外部激励和初始条件的横向响应。 各种光束和光束柱模型的自然频率和减量系数是对比的。 在数值上证明了长度与深度比,轴向张力和粘度系数的影响。

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