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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Main Authors: | , , , |
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Format: | Article |
Language: | English |
Published: |
School of Engineering, Taylor’s University
2020
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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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Institution: | Universiti Malaysia Sarawak |
Language: | English |