A new method of dynamic analysis for linear and nonlinear systems

DOI10.1016/0168-874X(85)90004-6zbMath0575.73097OpenAlexW1999532961MaRDI QIDQ1064172

Edward L. Wilson

Publication date: 1985

Published in: Finite Elements in Analysis and Design (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0168-874x(85)90004-6

zbMATH Keywords

efficiencyaccuracydynamic analysisRayleigh dampingtime domain approachRitz vectorsarbitrary dampingdemonstrated for linear systemsextended to multilevel substructuresnot exact eigenvectorsstructural systems with a limited number of nonlinear memberssuperposition of vectors

Mathematics Subject Classification ID

Related Items (7)

Toward a multifrequency quasi-static Ritz vector method for frequency-dependent acoustic system application ⋮ Use of load‐dependent vectors for dynamic analysis of large space structures ⋮ A comparison of projection-based model reduction concepts in the context of nonlinear biomechanics ⋮ Structural topology optimization for frequency response problem using model reduction schemes ⋮ Transient quasi-static Ritz vector (TQSRV) method by Krylov subspaces and eigenvectors for efficient contact dynamic finite element simulation ⋮ Filtering Frequencies in a Shift-and-Invert Lanczos Algorithm for the Dynamic Analysis of Structures ⋮ Efficient acoustic topology optimization with the multifrequency quasi-static Ritz vector (MQSRV) method

This page was built for publication: A new method of dynamic analysis for linear and nonlinear systems