NONLINEAR INELASTIC MODEL OF STEEL COLUMN WITH SEMI-RIGID FRAME CONNECTIONS

Formulation of a nonlinear inelastic model of steel column with semi-rigid frame connections is outlined in this paper. Mechanical based equations were incorporated into the formulation of the model. Steel stress-strain curve with strain hardening was adopted as the material model. A pair of transla...

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Bibliographic Details
Main Authors: Abdul Azim, Abdullah, Azrul, Abdul Mutalib, Shahrizan, Baharom, Wan Hamidon, Wan Badaruzzaman
Format: Article
Language:English
Published: School of Engineering, Taylor’s University 2020
Subjects:
Online Access:http://ir.unimas.my/id/eprint/34608/1/Abdul%20Azim%2C%20Abdullah.pdf
http://ir.unimas.my/id/eprint/34608/
http://jestec.taylors.edu.my/Special%20Issue%20UKM_ITC%202016.htm
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