The precise time-integration scheme with augmented matrix is derived by using the state space expression of the random models and can quickly and precisely compute the time-dependent power spectral density of structu.

A precise time-integration scheme with augmented matrix for analysing the non-stationary random responses of linear MODF structures to various uniformly modulated evolutionary random excitations is proposed.

Application of precise time-integration method forload identification;

The precise time-integration method has a high computational accuracy and has obtained a successful application in the computational structural dynamics.

On wavelet precise time-integration method for Burgers equation;

This paper show that the high precision direct integration (HPD) methods can calculate the response at any time within this time interval independently by a onestep computa.

An algorithm for the high precision direct integration for the dynamic response of structures subjected to arbitrary loading and its parallel implementation are introduced in this paper.

An adaptive algorithm for state-transition matrix in precise time step integration based on the Pade function is presented in this paper.

The non-stationary random seismic responses of structures are computed by means of the precise time step integration scheme combined with the pseudo-excitation method.

Level Set Method Solved by Precise Time Integration and Its Application in Filling Process of Molding;

Flutter stability analysis of suspension bridges by precise time-integration method;

A precise time-integration method for solving RLW equation with initial and periodic boundary conditions;

On precise time-integration method for second order hyperbolic differential equations;