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超大型结构固有频率实验模拟方法

An Experimental Simulation Method of the Inherent Frequency for A Super Big Structure

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【作者】 瞿志豪刘莹

【Author】 QU Zhi-hao,LIU Ying(Shanghai institute of technology,Shanghai 200235,China)

【机构】 上海应用技术学院上海应用技术学院 上海200233上海200233

【摘要】 对超大型结构的固有频率分析,采用常见的实验力学方法,不是受到实验技术条件的限制就是受到研究经费的制约。文章介绍了一种实验模拟方法,它由相似理论作指导,根据动力学平衡微分方程导出频率的相似准则“Kf”,从而实现了用小模型获取超大结构固有频率的转换方法,这种方法既简易又经济,适用于一般工程问题的应用,为超大型结构的动态特性研究提供了一个分析途径。作为一个实例,文章讨论了某钢厂大型水泥平台的固有频率值,所得结果与有限元计算进行了比较,数据十分吻合,说明模拟转换法是可行的。

【Abstract】 It is may be limited by the test technology conditions or by the test fee that tests the inherent frequency for a super big structure using common experimental method.Therefore,according to the similarity theory,the present paper introduces a simulation method,which can use a small model to gain the inherent frequency for a super big structure by means of the frequency similarity rule K_f educed from the differential equilibrium equations of dynamics.The method is not only simplicity,but also economy.It is more fit for a generally engineering research,which is limited by the condition and the fee.So,we obtain a research way in experimental simulation of inherent values for super big structures.As a engineering example,we discuss the inherent frequency values of a super big concrete platform from a steel factory with the method in this article.The results is identical sufficiently when it is compared with the finite element method.

  • 【文献出处】 实验力学 ,Journal of Experimental Mechanics , 编辑部邮箱 ,2006年02期
  • 【分类号】TB532
  • 【被引频次】6
  • 【下载频次】178
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