Simulation of steel–concrete composite floor system behavior at elevated temperatures via multi-hybrid metaheuristic framework

In this research, the principal purpose is investigating the performance of structural elements significantly degrades at elevated temperatures. Steel–concrete composite floor systems are one of the most relevant components in building construction in which fire-induced problems directly damage thei...

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Published inEngineering with computers Vol. 38; no. 3; pp. 2567 - 2582
Main Authors Morasaei, Armin, Ghabussi, Aria, Aghlmand, Soheila, Yazdani, Maziar, Baharom, Shahrizan, Assilzadeh, Hamid
Format Journal Article
LanguageEnglish
Published London Springer London 01.06.2022
Springer Nature B.V
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ISSN0177-0667
1435-5663
DOI10.1007/s00366-020-01228-z

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Summary:In this research, the principal purpose is investigating the performance of structural elements significantly degrades at elevated temperatures. Steel–concrete composite floor systems are one of the most relevant components in building construction in which fire-induced problems directly damage their performance. The purpose of this study is on employing analytical intelligence technique to predict two major structural characteristics of the steel–concrete composite floor system. Two intelligent methods, ELM-PSO and ELM-GWO, were used as a multi-combination AI method to predict the shear and tensile response of these composite floor systems at high temperature. Accordingly, authenticated data on monotonic loading response of this steel–concrete composite floor system in different heat stages had been employed from different literatures. The results show that ELM-GWO technique presented the best prediction of split-tensile load, and the ELM-GWO provided the best estimation of slip value. By giving each prediction equations, the best equations were proposed. As a result, employing ELM-GWO, successfully presented reliable and decisive results and proved the proficiency of the techniques.
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ISSN:0177-0667
1435-5663
DOI:10.1007/s00366-020-01228-z