Optimal design of cold-formed steel face-to-face built-up columns through deep belief network and genetic algorithm-Reference-Cited by-同舟云学术

Optimal design of cold-formed steel face-to-face built-up columns through deep belief network and genetic algorithm

Published:2023-10 Issue: Volume:56 Page:104906
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Dai Yecheng,Fang Zhiyuan,Roy Krishanu^ORCID,Raftery Gary M.,Lim James B.P.

Funder

University of Auckland

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference55 articles.

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3. Web crippling design of cold-formed high strength steel SHS and RHS at elevated temperatures;Li;Thin-Walled Struct,2022

4. Roy K, Lau HH, Lim JBP, Finite element modelling of back-to-back built-up cold-formed stainless-steel lipped channels under axial compression, Steel Compos Struct. 33(1): 37-66.

5. Chi Y, Roy K, Chen B, Fang Z, Uzzaman A, Ananthi GBG, et al., Effect of web hole spacing on axial capacity of back-to-back cold-formed steel channels with edge-stiffened holes, Steel Compos Struct. 40(2): 287-305.

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