Steel and Composite Structures

  • 제47권2호
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  • Pages.147-165
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  • 2023
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Reinforced concrete structures with damped seismic buckling-restrained bracing optimization using multi-objective evolutionary niching ChOA

  • Shouhua Liu (Faculty of Architecture and Civil Engineering, Huaiyin Institute of Technology) ;
  • Jianfeng Li (Faculty of Engineering, China University of Geosciences (Wuhan)) ;
  • Hamidreza Aghajanirefah (Department of Civil Engineering, Faculty of Engineering, Qazvin Branch Islamic Azad University) ;
  • Mohammad Khishe (Department of Electrical Engineering, Imam Khomeini Marine Science University) ;
  • Abbas Khishe (Department of Civil Engineering, Iran University of Science and Technology) ;
  • Arsalan Mahmoodzadeh (Rock Mechanics Division, School of Engineering, Tarbiat Modares University) ;
  • Banar Fareed Ibrahim (Department of Information Technology, College of Engineering and Computer Science, Lebanese French University)
  • 투고 : 2022.04.24
  • 심사 : 2023.03.13
  • 발행 : 2023.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

The paper contrasts conventional seismic design with a design that incorporates buckling-restrained bracing in three-dimensional reinforced concrete buildings (BRBs). The suboptimal structures may be found using the multi-objective chimp optimization algorithm (MEN-ChOA). Given the constraints and dimensions, ChOA suffers from a slow convergence rate and tends to become stuck in local minima. Therefore, the ChOA is improved by niching and evolutionary operators to overcome the aforementioned problems. In addition, a new technique is presented to compute seismic and dead loads that include all of a structure's parts in an algorithm for three-dimensional frame design rather than only using structural elements. The performance of the constructed multi-objective model is evaluated using 12 standard multi-objective benchmarks proposed in IEEE congress on evolutionary computation. Second, MEN-ChOA is employed in constructing several reinforced concrete structures by the Mexico City building code. The variety of Pareto optimum fronts of these criteria enables a thorough performance examination of the MEN-ChOA. The results also reveal that BRB frames with comparable structural performance to conventional moment-resistant reinforced concrete framed buildings are more cost-effective when reinforced concrete building height rises. Structural performance and building cost may improve by using a nature-inspired strategy based on MEN-ChOA in structural design work.

키워드

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