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

Abdul Azim, Abdullah and Azrul, Abdul Mutalib and Shahrizan, Baharom and Wan Hamidon, Wan Badaruzzaman (2020) NONLINEAR INELASTIC MODEL OF STEEL COLUMN WITH SEMI-RIGID FRAME CONNECTIONS. Journal of Engineering Science and Technology, June (2020). pp. 58-65. ISSN 1823-4690

[img] PDF
Abdul Azim, Abdullah.pdf

Download (13kB)
Official URL: http://jestec.taylors.edu.my/Special%20Issue%20UKM...

Abstract

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 translation springs in vertical and lateral directions and a rotational spring was attached to each end of the column to represent a semi-rigid connection. Results obtained from the proposed model were compared with the corresponding results from finite element analysis. Good agreement was shown between the proposed model and the numerical results. It is evident from the results that the proposed model could be used to analyse the behaviour of a steel column in a semi-rigid frame.

Item Type: Article
Uncontrolled Keywords: Elastic restraint, Nonlinear inelastic analysis, Semi-rigid connections, Steel column, Steel frame.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Academic Faculties, Institutes and Centres > Faculty of Engineering
Faculties, Institutes, Centres > Faculty of Engineering
Depositing User: Abdullah
Date Deposited: 01 Mar 2021 04:03
Last Modified: 26 Jul 2021 08:56
URI: http://ir.unimas.my/id/eprint/34608

Actions (For repository members only: login required)

View Item View Item