Applied Mathematics and Mechanics (English Edition) ›› 1998, Vol. 19 ›› Issue (2): 169-177.
张英世1, 王燮山2
Zhang Yingshi1, Wang Xieshan2
摘要: Differential equations of free forced vibrations of one-way rectangular stepped thin plated on Winkler’s foundation are established by using singular functions,their general solutions are solved:exprssion of vibration mode function and frequency equations on usual supports are derived from W operator:forced responses of such plates under different-type loads are discussed with generalized functions.