出版社：Moscow State University of Civil Engineering (MGSU)
摘要：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.
其他摘要：Исследуются колебания массивного груза на плоской статически определимой симметричной ферме регулярного типа с параллельными поясами. Масса фермы не учитывается. Рассматриваются свободные вертикальные колебания. Жесткость стержней фермы принята одинаковой
关键词：truss;vibrations;double induction;Maple;oscillation frequency;exact solution;load location;number of truss panels
