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Free vibration and buckling analysis of plates by the negative stiffness method

Citation

Tham, LG and Chan, AHC and Cheung, YK, Free vibration and buckling analysis of plates by the negative stiffness method, Computers and Structures, 22, (4) pp. 687-692. ISSN 0045-7949 (1986) [Refereed Article]

Copyright Statement

Copyright 1986 Published by Elsevier Ltd.

DOI: doi:10.1016/0045-7949(86)90022-2

Abstract

The problem of vibration and stability analysis of plates with abrupt change of thickness or with cutouts can be conveniently treated by the negative stiffness method, using the higher-order Mindlin plate element as the basic element. The method is simple and yet versatile, and its accuracy was fully tested against a number of numerical examples.

Item Details

Item Type:Refereed Article
Keywords:free vibration, buckling, finite element method, plates, negative stiffness method
Research Division:Engineering
Research Group:Civil Engineering
Research Field:Structural Engineering
Objective Division:Construction
Objective Group:Construction Design
Objective Field:Civil Construction Design
Author:Chan, AHC (Professor Andrew Chan)
ID Code:111730
Year Published:1986
Web of Science® Times Cited:19
Deposited By:Office of the School of Engineering
Deposited On:2016-10-04
Last Modified:2016-11-10
Downloads:0

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