系统任意梁节点处荷载振荡频率的解析解

M. Kirsanov, D. Tinkov
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引用次数: 2

摘要

介绍。研究了带平行带的平面可静定对称桁架上大载荷的振动问题。桁架重量不包括在内。考虑自由垂直振荡。假设桁架杆刚度相同,其变形为弹性变形。桁架的格架是双层的,有下降的支撑和机架。该问题的新的表述和解法是解析形式,这使得在实践中可以很容易地根据任意数量的桁架板和荷载的位置来评估结构的频率特性。材料和方法。本文使用了计算机数学系统Maple的运算符和方法。为了确定杆中的力,使用了打结法。利用Maple系统的特殊算子,通过求解各种阶的线性齐次递推方程,得到了不同板数解的系数序列的公共项。在两个阶段中揭示了对两个任意自然参数的依赖。首先,找到固定荷载位置的解,然后将这些解总结为一个最终的频率公式。结果。利用双感应法对载荷振荡问题的一系列单独解,可以找到所有序列的公共成员。解在两个自然参数下都是多项式。为特定情况构建的图表显示了该方法的充分性。注意到间歇性变化的不连续非单调性质取决于桁架面板的数量和解决方案的一些其他特征。结论。结果表明,以前主要适用于单参数(桁架板数)静力学问题的归纳法完全适用于具有两个自然参数的系统的振动问题。应该指出的是,在这样的任务中,显著的劳动力成本和显著增加的时间符号转换
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ANALYTICAL SOLUTION OF THE FREQUENCY OF THE LOAD OSCILLATION AT AN ARBITRARY GIRDER NODE IN THE SYSTEM MAPLE
Introduction. We study the oscillations of a massive load on a planar statically definable symmetric truss of a regular type with parallel belts. Truss weight is not included. Free vertical oscillations are considered. The stiffness of the truss rods is assumed to be the same, the deformations are elastic. Lattice of the truss is double with descending braces and racks. New in the formulation and solution of the problem is the analytical form of the solution, which makes it possible in practice to easily evaluate the frequency characteristics of the structure depending on an arbitrary number of truss panels and the location of the load. Materials and methods. The operators and methods of the system of computer mathematics Maple are used. To determine the forces in the rods, the knotting method is used. The common terms of the sequence of coefficients of solutions for different numbers of panels are obtained from solving linear homogeneous recurrent equations of various order, obtained by special operators of the Maple system. Dependence on two arbitrary natural parameters is revealed in two stages. First, solutions for fixed load positions are found, then these solutions are summarized into one final formula for frequency. Results. By a series of individual solutions to the problem of load oscillation using the double induction method, it was possible to find common members of all sequences. The solution is polynomial in both natural parameters. Graphs constructed for particular cases, showed the adequacy of the approach. The discontinuous non-monotonic nature of the intermittent change depending on the number of truss panels and some other features of the solution are noted. Conclusions. It is shown that the induction method, previously applicable mainly to statics problems with one parameter (number of truss panels), is fully operational to the problems of the oscillations of system with two natural parameters. It should be noted that significant labor costs and a significant increase in the time symbolic transformations in such tasks
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