Coupling Beams’ Shear Capacity Prediction by Hybrid Support Vector Regression and Particle Swarm Optimization

In structures with reinforced concrete walls, coupling beams join individual walls to produce a rigid assembly that withstands sideways forces. A precise forecasting of the critical shear capacity is essential to avoid early shear failure and attain the desired ductility performance of coupled shear...

Full description

Saved in:
Bibliographic Details
Main Authors: Emad A. Abood, Mustafa Kamal Al-Kamal, Sabih Hashim Muhodir, Nadia Moneem Al-Abdaly, Luís Filipe Almeida Bernardo, Dario De Domenico, Hamza Imran
Format: Article
Language:English
Published: MDPI AG 2025-01-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/15/2/191
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1832588865717665792
author Emad A. Abood
Mustafa Kamal Al-Kamal
Sabih Hashim Muhodir
Nadia Moneem Al-Abdaly
Luís Filipe Almeida Bernardo
Dario De Domenico
Hamza Imran
author_facet Emad A. Abood
Mustafa Kamal Al-Kamal
Sabih Hashim Muhodir
Nadia Moneem Al-Abdaly
Luís Filipe Almeida Bernardo
Dario De Domenico
Hamza Imran
author_sort Emad A. Abood
collection DOAJ
description In structures with reinforced concrete walls, coupling beams join individual walls to produce a rigid assembly that withstands sideways forces. A precise forecasting of the critical shear capacity is essential to avoid early shear failure and attain the desired ductility performance of coupled shear wall systems in earthquake design. This paper examines the ability of Support Vector Regression (SVR) in predicting the shear performance of coupling beams. SVR is a distinguished machine learning regression method that has been positively utilized in former works to forecast the performance of several structural members. Nevertheless, the capability of this regression method deeply relies on picking its best hyperparameters. To handle this, a heuristic optimization procedure named Particle Swarm Optimization (PSO) was merged with SVR to select the optimal hyperparameters. The data of RC coupling beams collected from the previous works were utilized to build the proposed model. Several performance metrics, including RMSE, R2, and MAE, were employed to compare the performance of the optimized model against a baseline SVR model and previous approaches. Analytical results indicate that the new optimized prediction model can assist civil engineers in designing RC coupling beam structures more effectively and outperforms existing models in predicting the shear strength of such beams.
format Article
id doaj-art-d519c4bfe0154d77ad5998b48ee93d32
institution Kabale University
issn 2075-5309
language English
publishDate 2025-01-01
publisher MDPI AG
record_format Article
series Buildings
spelling doaj-art-d519c4bfe0154d77ad5998b48ee93d322025-01-24T13:26:07ZengMDPI AGBuildings2075-53092025-01-0115219110.3390/buildings15020191Coupling Beams’ Shear Capacity Prediction by Hybrid Support Vector Regression and Particle Swarm OptimizationEmad A. Abood0Mustafa Kamal Al-Kamal1Sabih Hashim Muhodir2Nadia Moneem Al-Abdaly3Luís Filipe Almeida Bernardo4Dario De Domenico5Hamza Imran6Department of Material Engineering, College of Engineering, Al-Shatrah University, Al-Shatrah 64007, IraqDepartment of Civil Engineering, Al-Nahrain University, Baghdad 10081, IraqDepartment of Architectural Engineering, Cihan University Erbil, Kurdistan Region 44001, IraqConstruction and Building Engineering Technologies Department, Najaf Engineering Technical Colleges, Al-Furat-Al-Awsat Technical University, Najaf 54003, IraqGeoBioTec, Department of Civil Engineering and Architecture, University of Beira Interior, 6201-001 Covilha, PortugalDepartment of Engineering, University of Messina, Villaggio S. Agata, 98166 Messina, ItalyDepartment of Construction and Project, Al-Karkh University of Science, Baghdad 10081, IraqIn structures with reinforced concrete walls, coupling beams join individual walls to produce a rigid assembly that withstands sideways forces. A precise forecasting of the critical shear capacity is essential to avoid early shear failure and attain the desired ductility performance of coupled shear wall systems in earthquake design. This paper examines the ability of Support Vector Regression (SVR) in predicting the shear performance of coupling beams. SVR is a distinguished machine learning regression method that has been positively utilized in former works to forecast the performance of several structural members. Nevertheless, the capability of this regression method deeply relies on picking its best hyperparameters. To handle this, a heuristic optimization procedure named Particle Swarm Optimization (PSO) was merged with SVR to select the optimal hyperparameters. The data of RC coupling beams collected from the previous works were utilized to build the proposed model. Several performance metrics, including RMSE, R2, and MAE, were employed to compare the performance of the optimized model against a baseline SVR model and previous approaches. Analytical results indicate that the new optimized prediction model can assist civil engineers in designing RC coupling beam structures more effectively and outperforms existing models in predicting the shear strength of such beams.https://www.mdpi.com/2075-5309/15/2/191coupling beamsshear strengthSupport Vector RegressionParticle Swarm Optimization
spellingShingle Emad A. Abood
Mustafa Kamal Al-Kamal
Sabih Hashim Muhodir
Nadia Moneem Al-Abdaly
Luís Filipe Almeida Bernardo
Dario De Domenico
Hamza Imran
Coupling Beams’ Shear Capacity Prediction by Hybrid Support Vector Regression and Particle Swarm Optimization
Buildings
coupling beams
shear strength
Support Vector Regression
Particle Swarm Optimization
title Coupling Beams’ Shear Capacity Prediction by Hybrid Support Vector Regression and Particle Swarm Optimization
title_full Coupling Beams’ Shear Capacity Prediction by Hybrid Support Vector Regression and Particle Swarm Optimization
title_fullStr Coupling Beams’ Shear Capacity Prediction by Hybrid Support Vector Regression and Particle Swarm Optimization
title_full_unstemmed Coupling Beams’ Shear Capacity Prediction by Hybrid Support Vector Regression and Particle Swarm Optimization
title_short Coupling Beams’ Shear Capacity Prediction by Hybrid Support Vector Regression and Particle Swarm Optimization
title_sort coupling beams shear capacity prediction by hybrid support vector regression and particle swarm optimization
topic coupling beams
shear strength
Support Vector Regression
Particle Swarm Optimization
url https://www.mdpi.com/2075-5309/15/2/191
work_keys_str_mv AT emadaabood couplingbeamsshearcapacitypredictionbyhybridsupportvectorregressionandparticleswarmoptimization
AT mustafakamalalkamal couplingbeamsshearcapacitypredictionbyhybridsupportvectorregressionandparticleswarmoptimization
AT sabihhashimmuhodir couplingbeamsshearcapacitypredictionbyhybridsupportvectorregressionandparticleswarmoptimization
AT nadiamoneemalabdaly couplingbeamsshearcapacitypredictionbyhybridsupportvectorregressionandparticleswarmoptimization
AT luisfilipealmeidabernardo couplingbeamsshearcapacitypredictionbyhybridsupportvectorregressionandparticleswarmoptimization
AT dariodedomenico couplingbeamsshearcapacitypredictionbyhybridsupportvectorregressionandparticleswarmoptimization
AT hamzaimran couplingbeamsshearcapacitypredictionbyhybridsupportvectorregressionandparticleswarmoptimization