微束
振动
非线性系统
正常模式
哈密顿量(控制论)
梁(结构)
固有频率
结构工程
物理
声学
数学
工程类
光学
数学优化
量子力学
作者
Mahmoud Bayat,Iman Pakar
出处
期刊:Structural Engineering and Mechanics
[Techno-Press]
日期:2012-08-10
卷期号:43 (3): 337-347
被引量:41
标识
DOI:10.12989/sem.2012.43.3.337
摘要
In this study, Hamiltonian Approach (HA) is applied to analysis the nonlinear free vibration of beams. Two well-known examples are illustrated to show the efficiency of this method. One of them deals with the Nonlinear vibration of an electrostatically actuated microbeam and the other is the nonlinear vibrations of tapered beams. This new approach prepares us to achieve the beam's natural frequencies and mode shapes easily and a rapidly convergent sequence is obtained during the solution. The effects of the small parameters on the frequency of the beams are discussed. Some comparisons are conducted between the results obtained by the Hamiltonian Approach (HA) and numerical solutions using to illustrate the effectiveness and convenience of the proposed methods.
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