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<Article>
<Journal>
				<PublisherName>Shahid Beheshti University</PublisherName>
				<JournalTitle>Journal of Innovations in Computer Science and Engineering (JICSE)</JournalTitle>
				<Issn>2981-2135</Issn>
				<Volume>2</Volume>
				<Issue>Special Issue on AI 4 All - 1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2024</Year>
					<Month>06</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Application of machine learning algorithms in the prediction of the reliability of post-tensioned concrete members</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>15</FirstPage>
			<LastPage>22</LastPage>
			<ELocationID EIdType="pii">105623</ELocationID>
			
<ELocationID EIdType="doi">10.48308/jicse.2025.239142.1050</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Mahmoud R.</FirstName>
					<LastName>Shiravand</LastName>
<Affiliation>Faculty of Civil, Water, and Environmental Engineering
Shahid Beheshti University
Tehran, Iran</Affiliation>

</Author>
<Author>
					<FirstName>Mahtab</FirstName>
					<LastName>Ebadati</LastName>
<Affiliation>Faculty of Civil, Water, and Environmental Engineering
Shahid Beheshti University
Tehran, Iran</Affiliation>

</Author>
<Author>
					<FirstName>Pooria</FirstName>
					<LastName>Poorahad A.</LastName>
<Affiliation>Faculty of Civil, Water, and Environmental Engineering
Shahid Beheshti University
Tehran, Iran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2025</Year>
					<Month>03</Month>
					<Day>11</Day>
				</PubDate>
			</History>
		<Abstract>Structural reliability analysis (SRA) is associated with complex calculations and large number of simulations. In this paper, machine learning (ML) methods are integrated with SRA to reduce the overall intricacy and computational cost of direct SRA methods, such as the Monte Carlo simulation (MCS) method. An SRA is conducted in this paper on post-tensioned concrete members under the influence of prestress loss, and their reliability indices are obtained through the MCS method. The results of the SRA are used to create a database for data fitting of the ML algorithms. The algorithms are compared to find the most accurate ML model to be applied on the problem at hand. For the SRA, different stochastic parameters with specified probabilistic distributions are considered for the numerical models, and nonlinear dynamic analyses are conducted on them. Using the labeled data resulted from the SRA, five ML algorithms are compared; (i) linear regression, (ii) random forest, (iii) artificial neural network, (iv) k-nearest neighbors, (v) extreme gradient boosting. R-squared and root mean squared error are considered as the metrics used for the comparison of the ML models. Bayesian search is used for hyperparameter optimization of algorithms. The performance of the linear regression algorithm (R2=0.67 and RMSE=0.26) indicates that the SRA problems are highly nonlinear and linear algorithms cannot precisely map the relationships in data. However, the results show that extreme gradient boosting has the finest accuracy with R2=0.9 and RMSE=0.04. Additionally, its predicted values mostly have relative errors of less than ±30%.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Artificial Intelligence</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Machine Learning</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Supervised learning</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">structural reliability analysis</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jicse.sbu.ac.ir/article_105623_0920753c762f66b57105b174b0f55628.pdf</ArchiveCopySource>
</Article>
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