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PCA-Based Hybrid Intelligence Models for Estimating the Ultimate Bearing Capacity of Axially Loaded Concrete-Filled Steel Tubes

In order to forecast the axial load-carrying capacity of concrete-filled steel tubular (CFST) columns using principal component analysis (PCA), this work compares hybrid models of artificial neural networks (ANNs) and meta-heuristic optimization algorithms (MOAs). In order to create hybrid ANN model...

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Autores principales: Khan, Kaffayatullah, Biswas, Rahul, Gudainiyan, Jitendra, Amin, Muhammad Nasir, Qureshi, Hisham Jahangir, Arab, Abdullah Mohammad Abu, Iqbal, Mudassir
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9503460/
https://www.ncbi.nlm.nih.gov/pubmed/36143788
http://dx.doi.org/10.3390/ma15186477
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author Khan, Kaffayatullah
Biswas, Rahul
Gudainiyan, Jitendra
Amin, Muhammad Nasir
Qureshi, Hisham Jahangir
Arab, Abdullah Mohammad Abu
Iqbal, Mudassir
author_facet Khan, Kaffayatullah
Biswas, Rahul
Gudainiyan, Jitendra
Amin, Muhammad Nasir
Qureshi, Hisham Jahangir
Arab, Abdullah Mohammad Abu
Iqbal, Mudassir
author_sort Khan, Kaffayatullah
collection PubMed
description In order to forecast the axial load-carrying capacity of concrete-filled steel tubular (CFST) columns using principal component analysis (PCA), this work compares hybrid models of artificial neural networks (ANNs) and meta-heuristic optimization algorithms (MOAs). In order to create hybrid ANN models, a dataset of 149 experimental tests was initially gathered from the accessible literature. Eight PCA-based hybrid ANNs were created using eight MOAs, including artificial bee colony, ant lion optimization, biogeography-based optimization, differential evolution, genetic algorithm, grey wolf optimizer, moth flame optimization and particle swarm optimization. The created ANNs’ performance was then assessed. With R(2) ranges between 0.7094 and 0.9667 in the training phase and between 0.6883 and 0.9634 in the testing phase, we discovered that the accuracy of the built hybrid models was good. Based on the outcomes of the experiments, the generated ANN-GWO (hybrid model of ANN and grey wolf optimizer) produced the most accurate predictions in the training and testing phases, respectively, with R(2) = 0.9667 and 0.9634. The created ANN-GWO may be utilised as a substitute tool to estimate the load-carrying capacity of CFST columns in civil engineering projects according to the experimental findings.
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spelling pubmed-95034602022-09-24 PCA-Based Hybrid Intelligence Models for Estimating the Ultimate Bearing Capacity of Axially Loaded Concrete-Filled Steel Tubes Khan, Kaffayatullah Biswas, Rahul Gudainiyan, Jitendra Amin, Muhammad Nasir Qureshi, Hisham Jahangir Arab, Abdullah Mohammad Abu Iqbal, Mudassir Materials (Basel) Article In order to forecast the axial load-carrying capacity of concrete-filled steel tubular (CFST) columns using principal component analysis (PCA), this work compares hybrid models of artificial neural networks (ANNs) and meta-heuristic optimization algorithms (MOAs). In order to create hybrid ANN models, a dataset of 149 experimental tests was initially gathered from the accessible literature. Eight PCA-based hybrid ANNs were created using eight MOAs, including artificial bee colony, ant lion optimization, biogeography-based optimization, differential evolution, genetic algorithm, grey wolf optimizer, moth flame optimization and particle swarm optimization. The created ANNs’ performance was then assessed. With R(2) ranges between 0.7094 and 0.9667 in the training phase and between 0.6883 and 0.9634 in the testing phase, we discovered that the accuracy of the built hybrid models was good. Based on the outcomes of the experiments, the generated ANN-GWO (hybrid model of ANN and grey wolf optimizer) produced the most accurate predictions in the training and testing phases, respectively, with R(2) = 0.9667 and 0.9634. The created ANN-GWO may be utilised as a substitute tool to estimate the load-carrying capacity of CFST columns in civil engineering projects according to the experimental findings. MDPI 2022-09-18 /pmc/articles/PMC9503460/ /pubmed/36143788 http://dx.doi.org/10.3390/ma15186477 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Khan, Kaffayatullah
Biswas, Rahul
Gudainiyan, Jitendra
Amin, Muhammad Nasir
Qureshi, Hisham Jahangir
Arab, Abdullah Mohammad Abu
Iqbal, Mudassir
PCA-Based Hybrid Intelligence Models for Estimating the Ultimate Bearing Capacity of Axially Loaded Concrete-Filled Steel Tubes
title PCA-Based Hybrid Intelligence Models for Estimating the Ultimate Bearing Capacity of Axially Loaded Concrete-Filled Steel Tubes
title_full PCA-Based Hybrid Intelligence Models for Estimating the Ultimate Bearing Capacity of Axially Loaded Concrete-Filled Steel Tubes
title_fullStr PCA-Based Hybrid Intelligence Models for Estimating the Ultimate Bearing Capacity of Axially Loaded Concrete-Filled Steel Tubes
title_full_unstemmed PCA-Based Hybrid Intelligence Models for Estimating the Ultimate Bearing Capacity of Axially Loaded Concrete-Filled Steel Tubes
title_short PCA-Based Hybrid Intelligence Models for Estimating the Ultimate Bearing Capacity of Axially Loaded Concrete-Filled Steel Tubes
title_sort pca-based hybrid intelligence models for estimating the ultimate bearing capacity of axially loaded concrete-filled steel tubes
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9503460/
https://www.ncbi.nlm.nih.gov/pubmed/36143788
http://dx.doi.org/10.3390/ma15186477
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