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  

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

作　　者：付宝连[1] 李农[2] 

机构地区：[1]燕山大学 [2]洛阳工学院

出　　处：《应用数学和力学》1990年第11期977-988,共12页Applied Mathematics and Mechanics

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.In this paper, applying the method of reciprocal theorem, we give the distributions of the amplitude of bending moments along clamped edges and the amplitudes of deflections along free edges of rectangular plates with two adjacent clamped edges under harmonic distributed and concentrated loads.

关 键 词：薄板 受迫振动 矩形板 弹性薄板 

分 类 号：O326[理学—一般力学与力学基础]