Abstract:
The common approach is expounded in realization of algorithms of calculation transverse vibrations of singlemeasure systems of beams with masses on the basis of method spline-transformation of coordinates. The description of program packet MOCODISS realizes present method. The comparative analysis of punctuality of calculation was taken for model tasks. The significant diapason of change of rigidity elastic hinges was computed for connecting beams of single-measure system.
Keywords:vibration, single-measure system of beams; elastic hinges, series of discrete masses, method spline-transformation of coordinates, program realization.