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Winkler地基梁在温度场中受简谐激励3次超谐共振分析
引用本文:彭震,杨志安.Winkler地基梁在温度场中受简谐激励3次超谐共振分析[J].地震工程与工程振动,2006,26(5):239-242.
作者姓名:彭震  杨志安
作者单位:唐山学院,唐山市结构与振动工程重点实验室,河北,唐山,063000
摘    要:本文研究W inkler地基梁在温度场中受简谐激励作用的3次超谐共振问题,应用弹性理论和Galerk in方法建立W inkler地基梁在温度场中受简谐激励作用的非线性动力方程,根据非线性振动的多尺度法求得系统满足3次超谐共振情况的一次近似解,分析了温度、阻尼、激励幅值、地基刚度等参数对系统的影响。

关 键 词:Winkler地基  温度场  多尺度法  3次超谐共振
文章编号:1000-1301(2006)05-0239-04
收稿时间:2006-03-10
修稿时间:2006-03-102006-06-12

Analysis of 3 superhamonic resonance of a beam externally excited on the Winkler foundation in temperature field
Peng Zhen,Yang Zhian.Analysis of 3 superhamonic resonance of a beam externally excited on the Winkler foundation in temperature field[J].Earthquake Engineering and Engineering Vibration,2006,26(5):239-242.
Authors:Peng Zhen  Yang Zhian
Institution:Key Lab of Structural and Vibration Engineering of Tangshan and Tangshan College, Tangshan 063000, China
Abstract:Study on 3 superharmonic resonance of a beam externally excited on the Winkler foundation in temperature field is carried out.By applying elastic theory and Galerkin's method,the nonlinear dynamic equation of a beam externally excited on the Winkler foundation in temperature field is established.By using the method of multiple scales for nonlinear vibration analysis, the first approximate solution of 3 superharmonic resonance of the system is obtaind.Analysis of the influence of temperature,damping,excitation and foundation stiffness on the system is carried out.
Keywords:Winkler foundation  temperation field  method of multiple scales  3 superharmonic resonsance
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