Constrained optimization of anti-symmetric cold-formed steel beam-column sections

Flexibility in the manufacturing of cold-formed steel (CFS) cross-sectional shapes provides a unique opportunity to improve the load-carrying capacity of these elements, leading to more efficient and economic structural systems. This paper presents a practical constrained optimization methodology fo...

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Bibliographic Details
Main Authors: Hossein Parastesh, Mohammad Mojtabaei, Hamed Taji, Iman Hajirasouliha, Alireza Bagheri Sabbagh
Format: Default Article
Published: 2020
Subjects:
Engineering
Civil engineering
Materials engineering
Civil Engineering
Cold-formed steel (CFS)
Optimization
Genetic Algorithm
Beam-columns
Buckling modes
Finite Element (FE) model
Online Access:https://hdl.handle.net/2134/29467694.v1
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