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AN ANALYTICAL SOLUTION OF TRANSVERSE VIBRATION OF RECTANGULAR PLATES SIMPLY SUPPORTED AT TWO OPPOSITE EDGES WITH ARBITRARY NUMBER OF ELASTIC LINE SUPPORTS IN ONE WAY
引用本文:周叮.AN ANALYTICAL SOLUTION OF TRANSVERSE VIBRATION OF RECTANGULAR PLATES SIMPLY SUPPORTED AT TWO OPPOSITE EDGES WITH ARBITRARY NUMBER OF ELASTIC LINE SUPPORTS IN ONE WAY[J].应用数学和力学(英文版),1996,17(8):773-779.
作者姓名:周叮
摘    要:ANANALYTICALSOLUTIONOFTRANSVERSEVIBRATIONOFRECTANGULARPLATESSIMPLYSUPPORTEDATTWOOPPOSITEEDGESWITHARBITRARYNUMBEROFELASTICLINE...

收稿时间:7 August 1994

An analytical solution of transverse vibration of rectangular plates simply supported at two opposite edges with arbitrary number of elastic line supports in one way
Zhou Ding.An analytical solution of transverse vibration of rectangular plates simply supported at two opposite edges with arbitrary number of elastic line supports in one way[J].Applied Mathematics and Mechanics(English Edition),1996,17(8):773-779.
Authors:Zhou Ding
Institution:Nanjing University of Science and Technology. Nanjing 210014. P. R. China
Abstract:This paper presents presents a new analytical solution of transverse vibration ofrectangular plaies simply supported at two opposite edges with arbitrary number ofelastic line supports in one way. The reaction forces of the elastic line supports areregarded as foe unknown external forces acted on the plate. The analytical solution ofthe differential equation of motion of the rectangular plate, which includes theunknown reaction forces. is gained. The frequency' equation is derived by using thelinear relationships between the reaction forces of the elastic line supports and thetransverse displacements of the plale along the elastic line supports. Therepresentations of foe frequency equation and the mode shape functions are differentfrom those obtained by other methods.
Keywords:rectangular plate  eigen-frequency  elastic line support  analyticalSolution
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