AbstractThe 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 us...
An approximate method for analyzing the free vibration of rectangular plates with variable thickness...
Includes bibliographical references (page 25)This thesis is devoted to the determination of the firs...
© Published under licence by IOP Publishing Ltd.The problem of free oscillations of elastic systems ...
AbstractThe vibratory characteristics of rectangular plates attached with continuously and uniformly...
The present paper studies the variation of the natural frequencies and mode shapes of rectangular pl...
A direct approach is used to derive the exact solution for the free vibration of thin rectangular pl...
In this paper, an analytical method is presented to find the eigenfrequencies of a rectangular plate...
In this thesis, numerical data is presented for the natural frequencies of vibrations of rectangular...
Transverse vibrations of the structural system described in the title are analyzed by using classica...
This paper aims to present comprehensive lists of accurate natural frequencies of isotropic thin fre...
Frequencies of free vibration of rectangular plates of arbitrary thickness, with different support c...
The dynamic stiffness matrix of a rectangular plate for the most general case is developed by solvin...
Free vibration of a thin rectangular plate stiffened by an arbitrary number of stiffeners parallel t...
For the first time to the authors' knowledge, the problem of free vibration of a moderately thick re...
AbstractThis paper aims at presenting a technique to replace each three-degree-of-freedom (3-dof) sp...
An approximate method for analyzing the free vibration of rectangular plates with variable thickness...
Includes bibliographical references (page 25)This thesis is devoted to the determination of the firs...
© Published under licence by IOP Publishing Ltd.The problem of free oscillations of elastic systems ...
AbstractThe vibratory characteristics of rectangular plates attached with continuously and uniformly...
The present paper studies the variation of the natural frequencies and mode shapes of rectangular pl...
A direct approach is used to derive the exact solution for the free vibration of thin rectangular pl...
In this paper, an analytical method is presented to find the eigenfrequencies of a rectangular plate...
In this thesis, numerical data is presented for the natural frequencies of vibrations of rectangular...
Transverse vibrations of the structural system described in the title are analyzed by using classica...
This paper aims to present comprehensive lists of accurate natural frequencies of isotropic thin fre...
Frequencies of free vibration of rectangular plates of arbitrary thickness, with different support c...
The dynamic stiffness matrix of a rectangular plate for the most general case is developed by solvin...
Free vibration of a thin rectangular plate stiffened by an arbitrary number of stiffeners parallel t...
For the first time to the authors' knowledge, the problem of free vibration of a moderately thick re...
AbstractThis paper aims at presenting a technique to replace each three-degree-of-freedom (3-dof) sp...
An approximate method for analyzing the free vibration of rectangular plates with variable thickness...
Includes bibliographical references (page 25)This thesis is devoted to the determination of the firs...
© Published under licence by IOP Publishing Ltd.The problem of free oscillations of elastic systems ...