Аналітичні розрхунки вертикальних конструкцій на колиавння з урахуванням власної ваги

Abstract

The investigation is based on the exact solution of the corresponding differential partial variable-coefficient equation. The dependency between the frequencies of the rods’ bending vibrations with taking into account the own weight and without it is defined in analytical form. The limits of possible changes of the above frequencies’ relation are determined.