In this paper, based upon the basic equations of three dimensional theory o
f elastodynamics, the governing differential equations of thick plate have
been formulated The dynamic response of stress and displacement of thick pl
ate subjected to the transversed forced are obtained. It is shown that the
vibrational characters of thick plate consist of three modes: thickness she
ar mode, symmetric mode and anti-symmetric mode. The characteristic equatio
ns;of simply supported thick plate are derived and rile comparison of the f
ree vibration frequencies based on the classic. theory, middle thickness pl
ate theory and three dimensional elasticity theory are given.