摘要
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.
作者
Fu Bao-lian
Li Nong
付宝连;李农(Yanshan University,Qinhuangdao;Luoyang Technology Institute.Luoyang)