Title of article :
Free vibration of rectangular plates with continuously distributed spring-mass
Author/Authors :
Ding Zhou، نويسنده , , Tianjian Ji، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2006
Abstract :
The vibratory characteristics of rectangular plates attached with continuously and uniformly distributed spring-mass in
a rectangular region are studied which may represent free vibration of a human–structure system. Firstly, the governing
differential equations of a plate with uniformly distributed spring-mass are developed. When the spring-mass fully occupies
the plate, the natural frequencies of the coupled system are exactly solved and a relationship between the continuous system
and a series of discrete two degrees-of-freedom system is provided. The degree of frequency coupling is defined. Then,
the Ritz–Galerkin method is used to derive the approximate solution, when the spring-mass is distributed on a part of the
plate, by using the Chebyshev polynomial series to construct the admissible functions. Comparative studies demonstrate
the high accuracy and wide applicability of the proposed method. Finally, the frequency and modal characteristics of the
plate partially occupied by distributed spring-mass are numerically analysed. It has been observed that both the natural
frequencies and the modes appear in pairs. Moreover, a parametric study is performed for rectangular plates with three
edges simply supported and one edge free. The effects of occupation size and position of the distributed spring-mass on
natural frequencies of the coupled system are studied in detailed. The present investigation provides an improved understanding
of human–structure interaction, such as grandstands or floors occupied by a stationary crowd.
Keywords :
Vibratory characteristics , Human–structure interaction , Frequency coupling , Rectangular plates , Distributed spring-mass , Ritz–Galerkin solution
Journal title :
International Journal of Solids and Structures
Journal title :
International Journal of Solids and Structures