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平台罗经框架结构的动力响应分析
引用本文:谢韶旺,陈其廉,李庆芬.平台罗经框架结构的动力响应分析[J].哈尔滨工程大学学报,2006,27(5):762-766.
作者姓名:谢韶旺  陈其廉  李庆芬
作者单位:哈尔滨工程大学,机电工程学院,黑龙江,哈尔滨,150001
摘    要:平台罗经系统结构的动态性能决定其工作精度和可靠性,应用有限元数值计算方法,对某型号平台罗经框架结构系统进行了动力响应分析,得到了三环框架结构系统在承受正弦周期载荷时的响应曲线、谐振频率点的振型及最大振幅,建立了平台框架结构系统(横摇环-纵摇环-方位环)各部分位移和载荷响应的传递关系.通过分析计算,提出了提高结构系统的动态性能改进方法,为今后的改进和设计提供了理论依据.

关 键 词:平台罗经  动力响应  框架结构  有限元
文章编号:1006-7043(2006)05-0762-05
修稿时间:2005年8月25日

Dynamic response analysis for frame structure of platform compass
XIE Shao-wang,CHEN Qi-lian,LI Qing-fen.Dynamic response analysis for frame structure of platform compass[J].Journal of Harbin Engineering University,2006,27(5):762-766.
Authors:XIE Shao-wang  CHEN Qi-lian  LI Qing-fen
Abstract:The accuracy of a platform compass is inf1uenced directly by its dynamic properties.A base theory and methods to improve the structure system dynamic properties were studied.First a dynamic response analysis of the frame structure system of a platform compass was applied by using the finite element method(FEM).Then the response curve and the harmonic response frequency point under the cyclic load were found.Also determined were the modal shape and the maximum value on the harmonic response frequency point of the structure system from the response curves.Lastly,the transfer relation of the displacement and load of every part of the frame structure system was established-from the outside frame to inside frame to platform component.
Keywords:platform compass  dynamic response analysis  frame strucrure  finite element
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