Dynamic analysis of large structural systems with local nonlinearities

DOI10.1016/0045-7825(79)90084-7zbMath0403.73084OpenAlexW2064457012MaRDI QIDQ1256350

Ray W. Clough, Edward L. Wilson

Publication date: 1979

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7825(79)90084-7

zbMATH Keywords

NonlinearityDynamic ResponseNonlinear StiffnessReducing the Effective Number of Degrees of FreedomStep-By-Step Procedures

Mathematics Subject Classification ID

Related Items (7)

Dynamic analysis: a new point of view ⋮ On accurate stress calculation in static and dynamic problems using the natural factor approach ⋮ An improved model order reduction method for dynamic analysis of large-scale structures with local nonlinearities ⋮ Model order reduction for dynamic simulation of beams with forcing and geometric nonlinearities ⋮ Reduction methods based on eigenvectors and Ritz vectors for nonlinear transient analysis ⋮ Calculation of impact-contact problems of thin elastic shells taking into account geometrical nonlinearities within the contact region ⋮ A reduction method for nonlinear structural dynamic analysis

Uses Software

• ADINA

Cites Work

• Implicit-Explicit Finite Elements in Transient Analysis: Implementation and Numerical Examples
• Evaluation of solution schemes for nonlinear structures
• Discussion of a paper By K. K. GUPTA
• TRIANGULAR PLATE ELEMENTS IN THE MATRIX FORCE METHOD OF STRUCTURAL ANALYSIS
• Unnamed Item
• Unnamed Item
• Unnamed Item

This page was built for publication: Dynamic analysis of large structural systems with local nonlinearities