弹性矩形薄板受迫振动的功的互等定理法(Ⅱ)——两邻边固定的矩形板

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The Method of the Reciprocal Theorem of Force Vibration for the Elastic Thin Rectangular Plates (Ⅱ)——Rectangular Plates with Two Adjacent Clamped Edges

摘要: 在本文,我们应用功的互等定理法给出了两邻边固定矩形板在分布和集中谐载作用下固定边弯矩幅值和自由边挠度幅值的分布.
- 功的互等定理法 /
- 弹性薄板 /
- 受迫振动 /
- 弯矩幅值 /
- 挠度幅值
Abstract: In this paper, applying the method of reciprocal theorem, we give the distributions of the amplitude of bending moments along clamped edges and the amplitude of deflections along free edges of rectangular plates with two adjacent clamped edges under harmonic distributed and concentrated loads.
- the method of reciprocal theorem /
- force vibration /
- the amplitude of bending moment /
- the amplitude of deflection /
- elastic thin plate

[1]	付宝连、李农,弹性矩形薄板受迫振动的功的互等定理(I)—四边固定的矩形板和三边固定的矩形板,应用数学和力学,10,8(1989), 693-714.

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