A Numerical Approach to Estimate Natural Frequency of Trees with Variable Properties

Free vibration analysis of a Euler-Bernoulli tapered column was conducted using the finite element method to identify the vibration modes of an equivalent tree structure under a specified set of conditions. A non-prismatic elastic circular column of height L was analysed, taking distributed self-wei...

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Bibliographic Details
Main Authors: Mojtaba Dargahi, Timothy Newson, John R. Moore
Format: Article
Language:English
Published: MDPI AG 2020-08-01
Series:Forests
Subjects:
Online Access:https://www.mdpi.com/1999-4907/11/9/915