A multi-time step integration algorithm for structural dynamics based on the modified trapezoidal rule
type: Item
instance of: scholarly article
title: A multi-time step integration algorithm for structural dynamics based on the modified trapezoidal rule
zbMATH Open document ID: 0964.74080
DOI: 10.1016/S0045-7825(99)00343-6
published in: Computer Methods in Applied Mechanics and Engineering
publication date: 2000-09-14T00:00:00Z
Mathematics Subject Classification ID: 74S30
Mathematics Subject Classification ID: 74H15
zbMATH DE Number: 1507056
zbMATH Keywords: numerical stability
zbMATH Keywords: multi-time step integration method
zbMATH Keywords: maximum frequency of elements
zbMATH Keywords: semi-discretized structural dynamics problems
zbMATH Keywords: nodal partition theory
zbMATH Keywords: modified trapezoidal rule method
zbMATH Keywords: energy method
zbMATH Keywords: critical time step
author: Yi-Sheng Wu
author: Patrick Smolinski
MaRDI profile type: Publication
cites work: Implicit-Explicit Finite Elements in Transient Analysis: Stability Theory
cites work: Implicit-Explicit Finite Elements in Transient Analysis: Implementation and Numerical Examples
cites work: Q3873708
cites work: Explicit multi-time step integration for first and second order finite element semidiscretizations
cites work: Explicit-explicit subcycling with non-integer time step ratios for structural dynamic systems
cites work: Stability of an explicit multi-time step integration algorithm for linear structural dynamics equations
cites work: Analysis and implementation of a new constant acceleration subcycling algorithm
cites work: A study of the stability of subcycling algorithms in structural dynamics
cites work: An explicit time integration technique for dynamic analyses
cites work: Q5681632
cites work: Q3995634
full work available at URL: s0045-7825(99)00343-6
OpenAlex ID: W2100166562
description: scientific article; zbMATH DE number 1507056