A TIME-STEPPING PROCEDURE FOR STRUCTURAL DYNAMICS USING GAUSS POINT COLLOCATION

DOI<3985::AID-NME33>3.0.CO;2-7 10.1002/(SICI)1097-0207(19961215)39:23<3985::AID-NME33>3.0.CO;2-7zbMath0887.73074OpenAlexW2074226744MaRDI QIDQ4355304

Bruce W. Golley

Publication date: 1 June 1998

Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19961215)39:23<3985::aid-nme33>3.0.co;2-7

zbMATH Keywords

stabilityconstant coefficientscubic polynomialglobal accuracysecond-order ordinary differential equation er

Mathematics Subject Classification ID

Related Items (6)

Stability and accuracy of differential quadrature method in solving dynamic problems ⋮ Precise integration methods based on Lagrange piecewise interpolation polynomials ⋮ A weighted residual development of a time-stepping algorithm for structural dynamics using two general weight functions ⋮ A Comparative Study of Two Families of Higher-Order Accurate Time Integration Algorithms ⋮ A FAST AND ACCURATE STEP-BY-STEP SOLUTION PROCEDURE FOR DIRECT INTEGRATION ⋮ Unconditionally stable higher-order accurate collocation time-step integration algorithms for first-order equations

Cites Work

• Development of an implicit method with numerical dissipation from a generalized single-step algorithm for structural dynamics
• A Pre´cis of Developments in Computational Methods for Transient Analysis
• A survey of direct time-integration methods in computational structural dynamics—I. Explicit methods
• A survey of direct time-integration methods in computational structural dynamics—II. Implicit methods
• Finite Elements for Initial Value Problems in Dynamics
• The accuracy and stability of time domain finite element solutions
• Unnamed Item

This page was built for publication: A TIME-STEPPING PROCEDURE FOR STRUCTURAL DYNAMICS USING GAUSS POINT COLLOCATION