Xq. Zhu et Ss. Law, Precise time-step integration for the dynamic response of a continuous beam under moving loads, J SOUND VIB, 240(5), 2001, pp. 962-970
The dynamic response of a non-uniform continuous Euler-Bernoulli beam is an
alyzed with Hamilton's principle and the eigenpairs are obtained by the Rit
z method. A high-precision integration method is used to calculate the dyna
mic responses of this beam. Numerical results show that the method is more
accurate in the prediction of the vibration responses under the moving load
s than the Newmark method. (C) 2001 Academic Press.