Steel and Composite Structures
Volume 43, Number 5, 2022, pages 625-637
DOI: 10.12989/scs.2022.43.5.625
Analyzing behavior of circular concrete-filled steel tube column using improved fuzzy models
Yuxin Zheng, Hongwei Jin, Congying Jiang, Zohre Moradi, Mohamed Amine Khadimallah and Hossein Moayedi
Abstract
Axial compression capacity (Pu) is a significant yet complex parameter of concrete-filled steel tube (CFST)
columns. This study offers a novel ensemble tool, adaptive neuro-fuzzy inference system (ANFIS) supervised by equilibrium
optimization (EO), for accurately predicting this parameter. Moreover, grey wolf optimization (GWO) and Harris hawk
optimizer (HHO) are considered as comparative supervisors. The used data is taken from earlier literature provided by finite
element analysis. ANFIS is trained by several population sizes of the EO, GWO, and HHO to detect the best configurations. At a
glance, the results showed the competency of such ensembles for learning and reproducing the Pu behavior. In details, respective
mean absolute errors along with correlation values of 4.1809% and 0.99564, 10.5947% and 0.98006, and 4.8947% and 0.99462
obtained for the EO-ANFIS, GWO-ANFIS, and HHO-ANFIS, respectively, indicated that the proposed EO-ANFIS can analyze
and predict the behavior of CFST columns with the highest accuracy. Considering both time and accuracy, the EO provides the
most efficient optimization of ANFIS and can be a nice substitute for experimental approaches.
Key Words
deformation demand; earthquake resistant design philosophy; limit states; structural damage states; levels of earthquake shaking
Address
Yuxin Zheng:School of Civil Engineering and Architecture, Zhejiang Guangsha Vocational and Technical University of Construction,Dongyang 322100, Zhejiang, China
Hongwei Jin:School of Civil Engineering and Architecture, Zhejiang Guangsha Vocational and Technical University of Construction,Dongyang 322100, Zhejiang, China
Congying Jiang:School of Civil Engineering and Architecture, Zhejiang Guangsha Vocational and Technical University of Construction,Dongyang 322100, Zhejiang, China
Zohre Moradi:Faculty of Engineering and Technology, Department of Electrical Engineering, Imam Khomeini International University,
34149-16818 Qazvin, Iran
Mohamed Amine Khadimallah:1)Prince Sattam Bin Abdulaziz University, College of Engineering, Civil Engineering Department, Al-Kharj, 16273, Saudi Arabia
2)Laboratory of Systems and Applied Mechanics, Polytechnic School of Tunisia, University of Carthage, Tunis, Tunisia
Hossein Moayei:Faculty of Civil Engineering, Duy Tan University, Da Nang 550000, Vietnam