Elastic Buckling Loads of Fixed Frames By The Newmark Method

A numerical method for the solution of the elastic stability of fixed frames is presented. The Newmark iterative procedure to perform elastic buckling analyses for isolated columns is extended for use in computing buckling loads and buckling modes in frames with fixed columns. The method is illustr...

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Bibliographic Details
Main Author: A. Badir
Format: Article
Language:English
Published: Electronic Journals for Science and Engineering - International 2020-06-01
Series:Electronic Journal of Structural Engineering
Subjects:
Online Access:https://ejsei.com/EJSE/article/view/239