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Колебания плоских элементов судовых и гидротехнических конструкций при вязком демпфировании

Колебания плоских элементов судовых и гидротехнических конструкций при вязком демпфировании

Abstract

Задача свободных колебаний прямоугольной пластины, защемленной по контуру, при наличии вязкого демпфирования решена методом Фурье. Координатная составляющая функции прогибов представлена гиперболо-тригонометрическими рядами, коэффициенты которых и собственные частоты находились из бесконечной системы.Problem of free vibrations of a rectangular plate, clamped along the contour, with viscous damping is resolved by Fourier method. Coordinate component of deflections function is presented as hyperbolictrigonometric series, which coefficients and natural frequencies were found from the infinite system.

Keywords

СВОБОДНЫЕ КОЛЕБАНИЯ, ВЯЗКОЕ ДЕМПФИРОВАНИЕ, ПРЯМОУГОЛЬНАЯ ЗАЩЕМЛЕННАЯ ПЛАСТИ НА, МЕТОД ФУРЬЕ, ГИПЕРБОЛО-ТРИГОНОМЕТРИЧЕСКИЕ РЯДЫ, БЕСКОНЕЧНАЯ СИСТЕМА

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
0
Average
Average
Average