An approach for the Pasternak elastic foundation parameters estimation of beams using simulated frequencies

DOI10.1080/17415977.2017.1377707zbMath1409.74051OpenAlexW2764070783MaRDI QIDQ3122021

No author found.

Publication date: 20 March 2019

Published in: Inverse Problems in Science and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1080/17415977.2017.1377707

zbMATH Keywords

simplex methodFG beamsA hybrid numerical methodelastic foundation parameters estimation

Mathematics Subject Classification ID

Numerical approximation of solutions of dynamical problems in solid mechanics (74H15) Numerical quadrature and cubature formulas (65D32)

Cites Work

• A novel 2-D six-parameter power-law distribution for three-dimensional dynamic analysis of thick multi-directional functionally graded rectangular plates resting on a two-parameter elastic foundation
• Free vibrations of Timoshenko beam-columns on Pasternak foundations
• Exact Solution of Bending Free Vibration Problem of the FGM Beams with Effect of Axial Force
• CLOSED-FORM TRIGONOMETRIC SOLUTIONS FOR INHOMOGENEOUS BEAM-COLUMNS ON ELASTIC FOUNDATION
• Free vibrations of foundation beams on two-parameter elastic soil
• Dynamic moving load identification of laminated composite beams using a hybrid FE-TMDQ-GAs method

This page was built for publication: An approach for the Pasternak elastic foundation parameters estimation of beams using simulated frequencies