The governing differential equations for free vibration of a one-step shear
plate and a multistep shear plate are established. It is shown that a shea
r plate can be divided into two independent sh:ar bars to determine the nat
ural frequencies and mode shapes of the plate. The jkth natural frequency o
f a !;hear plate is equal to the square root of the square sum of the jth n
atural frequency of a shear bar and the I;th natural frequency of another s
hear bar. The jkth mode shape of the shear plate is the product of the jth
rr;ode shape of a shear bar and the kth mode shape of another shear bar. In
this paper two methods - transfer matrix method and recurrence formula met
hod - are proposed to determine the natural frequencies and mode shapes of
multistep shear plates. A numerical example shows that the present methods
are easy to implement and are efficient.