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首页> 外文期刊>Journal of vibration and control: JVC >Vibration characteristics analysis of disordered two-span beams with numerical and experimental methods
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Vibration characteristics analysis of disordered two-span beams with numerical and experimental methods

机译:数控双跨度梁的振动特性分析及实验方法

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Numerical and experimental investigations on the vibration behaviors of the disordered two-span beams have been conducted. The dynamics model of the two-span beam is established and solved by means of the modal superposition method. According to the boundary conditions, the frequency equation of the two-span beam is obtained, and the natural frequencies, vibration modes, frequency response curves, and time-history responses of the structure are also obtained consequently. Considering the structural size disorder due to the two different sub-span lengths of the two-span beam, a disorder ratio is introduced in terms of the two sub-span lengths and its influences on the vibration characteristics of the structure are analyzed. By comparing the results from numerical calculation with those from the finite element method (FEM) and experiments, good agreement is observed, which verifies the validity of the present investigations.
机译:已经进行了对无序的双跨度梁的振动行为的数值和实验研究。 通过模态叠加法建立和解决了双跨度光束的动力学模型。 根据边界条件,获得了双跨度光束的频率方程,因此也得到了结构的自然频率,振动模式,频率响应曲线和时间历史响应。 考虑到由于双跨度光束的两个不同子跨度长度引起的结构尺寸障碍,分析了两个子跨度长度的紊乱比,并分析了对结构的振动特性的影响。 通过将来自数值计算的结果与来自有限元方法(FEM)和实验的数值进行比较,观察到良好的一致性,这验证了本研究的有效性。

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