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首页> 外文期刊>Journal of Dynamic Systems, Measurement, and Control >An Analytical Study of Dynamic Characteristics of Multi-Story Timoshenko Planar Frame Structures
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An Analytical Study of Dynamic Characteristics of Multi-Story Timoshenko Planar Frame Structures

机译:多层季莫申科平面框架结构动力特性分析研究

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This paper concerns in-plane vibration analysis of coupled bending and longitudinal vibrations in multi-story planar frame structures based on the advanced Timoshenko bending theory. It takes into account the effects of both rotary inertia and shear distortion. A wave based vibration analysis approach is proposed. From a wave vibration standpoint, vibrations propagate along a uniform waveguide (or structural element), and are reflected and transmitted at discontinuities (such as joints and boundaries). Reflection matrices at various boundaries, as well as transmission and reflection matrices at joint discontinuities are derived. Natural frequencies of coupled bending and longitudinal inplane vibrations are obtained by assembling these propagation, reflection, and transmission matrices. Numerical examples are presented along with comparisons to results available in literature. The examples show good agreement with the results presented in the available literature.
机译:本文涉及基于先进的Timoshenko弯曲理论的多层平面框架结构中弯曲和纵向振动耦合的平面内振动分析。它考虑了旋转惯性和剪切变形的影响。提出了一种基于波浪的振动分析方法。从波振动的角度来看,振动沿着均匀的波导(或结构元件)传播,并在不连续的位置(例如节和边界)反射和传输。得出各种边界处的反射矩阵,以及关节不连续处的透射和反射矩阵。通过组合这些传播,反射和透射矩阵,可以获得耦合的弯曲和纵向平面内振动的固有频率。给出了数值示例,并与文献中的结果进行了比较。这些示例与现有文献中的结果显示出很好的一致性。

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