Periodicity in the response of nonlinear plate, under moving mass

被引:23
作者
Shadnam, MR
Rofooei, FR
Mofid, M [1 ]
Mehri, B
机构
[1] Univ Kansas, Dept Civil Environm Engn, Lawrence, KS 66045 USA
[2] Sharif Univ Technol, Dept Civil Engn, Tehran, Iran
[3] Sharif Univ Technol, Dept Math Sci, Tehran, Iran
关键词
vibration of continuous structures; moving loads; non-uniform elastic foundation; nonlinear elastic foundation; large deformation; parimetrically exited system;
D O I
10.1016/S0263-8231(01)00041-6
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The dynamics of nonlinear thin plates under influence of relatively heavy moving masses is considered. By expansion of the solution as a series of mode functions, the governing equations of motion are reduced to an ordinary differential equation for time development of vibration amplitude, which is Duffing's oscillator with time varying coefficients. Through the application of Banach's fixed-point theorem, the periodic solutions are predicted. The method presented in this paper is general so that the response of plate to moving force systems can also be considered. (C) 2002 Published by Elsevier Science Ltd.
引用
收藏
页码:283 / 295
页数:13
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