No literature has reported an explicit integration algorithm to achieve controllable numerical
dissipation and identical third-order accuracy simultaneously. This paper develops two …

Abstract In Ref.[1] an effective conditionally stable explicit time integration scheme using
quartic B-spline function was proposed for solving the problems in structural dynamics. The …

This paper deals with a new explicit framework for numerical dynamic analysis that could be
applied to any explicit-implicit time integration, ie predictor-corrector time integrations. For …

In this paper, an explicit time integration method with three parameters is proposed for
structural dynamics using periodic septuple B‐spline interpolation polynomial functions. In …

Newmark implicit time integration method is one of the oldest and most powerful methods
used for dynamic analysis of structures and wave propagation problems. Recently …

An explicit time integration scheme based on quartic B-splines is presented for solving linear
structural dynamics problems. The scheme is of a one-parameter family of schemes where …

In this study, an improved explicit time integration method based on quartic B-spline
interpolation is generalized for linear and nonlinear dynamics. The accuracy order of the …

In this article, dynamic parameters (natural frequencies and mode shapes) of tall buildings
that consist of framed tube and shear walls are obtained using a simple approximate …

Several model-based or structure-dependent integration algorithms with explicit
displacement formulation and unconditional stability are recently developed. According to …

In this study, a robust unconditionally stable method for linear analysis of structures based
on Bezier curves and Bernstein polynomials is proposed. The Bezier curve is used as …