A NEW EXPLICIT TIME INTEGRATION METHOD FOR STRUCTURAL DYNAMICS

DOI10.1142/S021945541250068XzbMath1359.65120MaRDI QIDQ2972212

Shih-Hsun Yin

Publication date: 7 April 2017

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

unconditional stabilityRunge-Kutta methodstability conditionexplicit methodtime-integration method

Mathematics Subject Classification ID

Computational methods for problems pertaining to mechanics of particles and systems (70-08) Stability and convergence of numerical methods for ordinary differential equations (65L20) Multistep, Runge-Kutta and extrapolation methods for ordinary differential equations (65L06)

Related Items (6)

Efficient implementation of an explicit partitioned shear and longitudinal wave propagation algorithm ⋮ Application of Weight Functions in Nonlinear Analysis of Structural Dynamics Problems ⋮ Time Integration Method Based on Discrete Transfer Function ⋮ A New Explicit Time Integration Scheme for Nonlinear Dynamic Analysis ⋮ Natural frequency analysis of two nonlinear panels coupled with a cavity using the approximate elliptic integral solution and the method of harmonic residual minimization ⋮ A family of second-order fully explicit time integration schemes

Uses Software

• RODAS

Cites Work

• Solving Ordinary Differential Equations I
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