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 thin plate transverse free vibration 薄板弯曲振动(1)
 薄板弯曲振动
 Finite Dynamic Element Method and Its Application in Thin Plate Transverse Free Vibration Analysis 动态有限元法及其在薄板弯曲振动中的应用 短句来源
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 The simple and systematic formulation of Finite Dynamic Element Method (DEM) is derived from the principle of minimum of potential, by seperating the displacement into static displacement and dynamic displacement which is dependent on the dynamic characteristics. The defect of complicated formulation in DEM has been overcome. By using the present method, the finite dynamic element formulation for thin plate transverse free vibration has been presented. 从最小势能泛函出发，将位移分离为静态位移及与频率相关的动态位移，导出了简便、统一的动态有限元（DEM）列式，克服了DEM［1］、［2］中列式复杂的缺陷．将本文方法应用于薄板横向振动分析中，计算了矩形薄板在不同支承情况下的自振频率．结果表明本文方法简单、有效，便于计算机统一实施 短句来源
 相似匹配句对
 THIN 薄 短句来源 Stepwise algorithm of thin plate splines 薄板样条函数逐次增加节点的算法 短句来源 Process Approach into Thin Reed Plate 薄筘片的加工工艺探讨 短句来源 Nonlinear Vibration of an Annular Thin Plate 环形薄圆板的非线性振动分析 短句来源 Nonlinear Force Vibration of Piezoelectric Rectangular Thin Plate 压电矩形薄板的非线性强迫振动 短句来源

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 The simple and systematic formulation of Finite Dynamic Element Method (DEM) is derived from the principle of minimum of potential, by seperating the displacement into static displacement and dynamic displacement which is dependent on the dynamic characteristics. The defect of complicated formulation in DEM has been overcome. By using the present method, the finite dynamic element formulation for thin plate transverse free vibration has been presented. Furthermore, the rectangular plate transverse... The simple and systematic formulation of Finite Dynamic Element Method (DEM) is derived from the principle of minimum of potential, by seperating the displacement into static displacement and dynamic displacement which is dependent on the dynamic characteristics. The defect of complicated formulation in DEM has been overcome. By using the present method, the finite dynamic element formulation for thin plate transverse free vibration has been presented. Furthermore, the rectangular plate transverse free vibration with different boundary conditions has been numerically tested. The results exibit remarkable characteristic behavior in dynamic structural analysis with enhanced computational accuracy. 从最小势能泛函出发，将位移分离为静态位移及与频率相关的动态位移，导出了简便、统一的动态有限元（ＤＥＭ）列式，克服了ＤＥＭ［１］、［２］中列式复杂的缺陷．将本文方法应用于薄板横向振动分析中，计算了矩形薄板在不同支承情况下的自振频率．结果表明本文方法简单、有效，便于计算机统一实施
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