A NEW FAMILY OF EXPLICIT TIME INTEGRATION METHODS FOR LINEAR AND NONLINEAR STRUCTURAL DYNAMICS

A new family of explicit single-step time integration methods with controllable high-frequency dissipation is presented for linear and non-linear structural dynamic analyses. The proposed methods are second-order accurate and completely explicit with a diagonal mass matrix, even when the damping matrix is not diagonal in the linear structural dynamics or the internal force vector is a function of velocities in the non-linear structural dynamics. Stability and accuracy of the new explicit methods are analysed for the linear undamped damped cases. Furthermore, the new methods are compared with other explicit methods.