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 , Hossein Moayedi
Abstract
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
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