“…The finite Hankel transform is an effective method to handle the axisymmetric bending problems of a circular plate which is defined as follows [40]: Jμfalse[f(rfalse¯,zfalse¯)false]=∫01r¯f(rfalse¯,zfalse¯)Jμfalse(kr¯false)drfalse¯, where Jμfalse(kr¯false) is the Bessel function of the first kind of order μ . Then, the state space vector related to the Hankel transform domain takes the form as follows: boldRjfalse(k,z¯false)=[4pt1emUrfalse(k,z¯false)Sfalse(k,z¯false)Hfalse(k,z¯false)Dfalse(k,z¯false)T...…”