NUMERICAL MODEL FOR ANALYSIS OF STEEL FRAME STRUCTURES WITH INCLUDED GEOMETRIC IMPERFECTIONS

Numerical model based on finite element method for analysis of steel frame structures is presented. Model is implemented in computer program [9] and implies application of 1D (beam) finite element. Large displacement theory with incremental-iterative solution of equilibrium equations is applied. App...

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Bibliographic Details
Main Author: Radoslav Markić
Format: Article
Language:English
Published: University of Mostar, Faculty of Civil Engineering 2020-12-01
Series:e-Zbornik. Elektronički Zbornik Radova Građevinskog Fakulteta
Subjects:
Online Access:https://e-zbornik.gf.sum.ba/images/radovi//e-Zbornik_20_09_en.pdf