Vibration of a Beam with Concentrated Masses on Elastically Damping Supports

A. Kaziev, I. I. Kishit, A. M. Zhinov, K. M. Karchaev, A. A. Berbekov
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Abstract

Objective. The aim of the study is to study the operation of multi-span beams with point masses under the simultaneous action of vector kinematic and force loads. Taking into account the influence of elastic-damping supports.Method. The study is based on the solution of the boundary value problem and modeling.Result. Free transverse vibrations of multi–span beams of constant cross-section (within each j-th span Aj, and Gj) are investigated taking into account elastic-damping discrete supports. Free and forced harmonic vibrations of the beam from vector kinematic and force perturbations are considered. Examples of solutions for various conditions of fixing a three-span beam at different point masses are given.Conclusion. The author’s development can be adapted to the fluctuations of the continuo-discrete rods. This algorithm allows you to determine the natural frequencies and forms of free oscillations. It is also possible to calculate multi-span rods for the simultaneous action of vector kinematic and dynamic loads.
弹性阻尼支承上集中质量梁的振动
目标。本研究的目的是研究多点质量的多跨梁在矢量运动荷载和力荷载同时作用下的受力情况。考虑了弹性阻尼支承的影响。本文的研究是基于边值问题的求解和模型的建立。考虑弹性-阻尼离散支承,研究了等截面多跨梁(每j跨Aj和Gj)的自由横向振动。考虑了由矢量运动摄动和力摄动引起的梁的自由谐振和强迫谐振。给出了三跨梁在不同质点处的各种固定条件的算例。作者的发展可以适应连续离散杆的波动。这个算法允许你确定自由振荡的固有频率和形式。也可以计算同时受矢量运动和动力载荷作用的多跨杆。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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