Hee-Myung Jang
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Hee-Myung Jang has a total of 6 co-authors. Here are the top co-authors by number of shared publications:
- Basem S. Abdelwahed
Structural Engineering Department, Mansoura University, Mansoura 35516, Egypt
1 shared publication - Bishwajit Roy
Computer Science and Engineering Department, National Institute of Technology Patna, Patna, India
1 shared publication - Jong Wan Hu
Department of Civil and Environmental Engineering, Incheon National University, Incheon, Republic of Korea
1 shared publication - Kuldeep Chaurasia
School of Computer Science Engineering and Technology, Bennett University, Greater Noida 201310, INDIA
1 shared publication - Mosbeh R. Kaloop
Department of Civil and Environmental Engineering, Incheon National University, Incheon, Korea
1 shared publication - Sean-Mi Kim
Department of Civil and Environmental Engineering, Incheon National University, Incheon 22012, Korea
1 shared publication
Latest Publications
- Open Access
- 26 April 2022
- Published by MDPI AG in Sustainability
- Vol. 14 (9) , 5238
Shear Strength Estimation of Reinforced Concrete Deep Beams Using a Novel Hybrid Metaheuristic Optimized SVR Models
This study looks to propose a hybrid soft computing approach that can be used to accurately estimate the shear strength of reinforced concrete (RC) deep beams. Support vector regression (SVR) is integrated with three novel metaheuristic optimization algorithms: African Vultures optimization algorithm (AVOA), particle swarm optimization (PSO), and Harris Hawks optimization (HHO). The proposed models, SVR-AVOA, -PSO, and -HHO, are designed and compared to reference existing models. Multi variables are used and evaluated to model and evaluate the deep beam’s shear strength, and the sensitivity of the selected variables in modeling the shear strength is assessed. The results indicate that the SVR-AVOA outperforms other proposed and existing models for the shear strength prediction. The mean absolute error of SVR-AVOA, SVR-PSO, and SVR-HHO are 43.17 kN, 44.09 kN, and 106.95 kN, respectively. The SVR-AVOA can be used as a soft computing technique to estimate the shear strength of the RC deep beam with a maximum error of ±3.39%. Furthermore, the sensitivity analysis shows that the deep beam’s key parameters (shear span to depth ratio, web reinforcement’s yield strength, concrete compressive strength, stirrups spacing, and the main longitudinal bars reinforcement ratio) are efficiently impacted in the shear strength detection of RC deep beam.
- 26 April 2022
- Published by MDPI AG in Sustainability
- Vol. 14 (9) , 5238
Open AccessShear Strength Estimation of Reinforced Concrete Deep Beams Using a Novel Hybrid Metaheuristic Optimized SVR Models
This study looks to propose a hybrid soft computing approach that can be used to accurately estimate the shear strength of reinforced concrete (RC) deep beams. Support vector regression (SVR) is integrated with three novel metaheuristic optimization algorithms: African Vultures optimization algorithm (AVOA), particle swarm optimization (PSO), and Harris Hawks optimization (HHO). The proposed models, SVR-AVOA, -PSO, and -HHO, are designed and compared to reference existing models. Multi variables are used and evaluated to model and evaluate the deep beam’s shear strength, and the sensitivity of the selected variables in modeling the shear strength is assessed. The results indicate that the SVR-AVOA outperforms other proposed and existing models for the shear strength prediction. The mean absolute error of SVR-AVOA, SVR-PSO, and SVR-HHO are 43.17 kN, 44.09 kN, and 106.95 kN, respectively. The SVR-AVOA can be used as a soft computing technique to estimate the shear strength of the RC deep beam with a maximum error of ±3.39%. Furthermore, the sensitivity analysis shows that the deep beam’s key parameters (shear span to depth ratio, web reinforcement’s yield strength, concrete compressive strength, stirrups spacing, and the main longitudinal bars reinforcement ratio) are efficiently impacted in the shear strength detection of RC deep beam.