An Investigation on the Nonlinear Free Vibration Analysis of Beams with Simply Supported Boundary Conditions Using Four Engineering Theories
Author:
Affiliation:
1. Young Research Club, Islamic Azad University, Sari Branch, P.O. Box 48161-194, Mazandaran Province, Sari, Iran
2. School of Mechanical Engineering, Sharif University of Technology, P.O. Box 14588-89694, Tehran, Iran
Abstract
Publisher
Hindawi Limited
Subject
Applied Mathematics
Link
http://downloads.hindawi.com/journals/jam/2011/842805.pdf
Reference11 articles.
1. SEMI-ANALYTICAL APPROACH TO THE NON-LINEAR DYNAMIC RESPONSE PROBLEM OF S–S AND C–C BEAMS AT LARGE VIBRATION AMPLITUDES PART I: GENERAL THEORY AND APPLICATION TO THE SINGLE MODE APPROACH TO FREE AND FORCED VIBRATION ANALYSIS
2. Application of the harmonic balance principle to the nonlinear free vibration of beams
3. NORMAL MODES OF A NON-LINEAR CLAMPED–CLAMPED BEAM
4. Large-amplitude free vibrations of beams—A discussion on various formulations and assumptions
5. Non-linear vibration analysis of beams by a spline-based differential quadrature method
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