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Cross-Section Size Optimization of Cold-Formed Steel Lipped Channel Structural Members Subjected to Axial Compression Cover

Cross-Section Size Optimization of Cold-Formed Steel Lipped Channel Structural Members Subjected to Axial Compression

Civil and Environmental Engineering
Volume 18 (2022): Issue 2 (December 2022)
By: Vitalina Yurchenko,  Anatoly Perelmuter and  Ivan Peleshko  
Open Access
|Dec 2022

Authors

Vitalina Yurchenko

iurchenko.vv@knuba.edu.ua

Chair of Steel and Timber Structures, Department of Civil Engineering, Kyiv National University of Civil Engineering and Architecture, Kyiv, Ukraine

Anatoly Perelmuter

Kyiv, Ukraine

Ivan Peleshko

Department of Building Production, Institute of Civil Engineering and Building Systems, Lviv Polytechnic National University, Lviv, Ukraine
DOI: https://doi.org/10.2478/cee-2022-0044 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
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Language: English
Page range: 472 - 481
Published on: Dec 14, 2022
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
Cold-formed steel,
Buckling resistance,
Torsional-flexural buckling,
Parametric optimization,
Gradient-based methods
Related subjects:
Business and economics,
Political economics,
Economic theory, systems and structures,
Business management,
Industries,
Environmental management

© 2022 Vitalina Yurchenko, Anatoly Perelmuter, Ivan Peleshko, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.

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