Structural Engineering and Mechanics

  • 제45권2호
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  • Pages.211-232
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  • 2013
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Seismic design of steel frames using multi-objective optimization

  • Kaveh, A. (Centre of Excellence for Fundamental Studies in Structural Engineering, School of Civil Engineering, Iran University of Science and Technology) ;
  • Shojaei, I. (School of Civil Engineering, College of Engineering, University of Tehran) ;
  • Gholipour, Y. (Engineering Optimization Research Group, College of Engineering, University of Tehran) ;
  • Rahami, H. (Engineering Optimization Research Group, College of Engineering, University of Tehran)
  • 투고 : 2012.06.09
  • 심사 : 2012.12.15
  • 발행 : 2013.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this study a multi-objective optimization problem is solved. The objectives used here include simultaneous minimum construction cost in term of sections weight, minimum structural damage using a damage index, and minimum non-structural damage in term of inter-story drift under the applied ground motions. A high-speed and low-error neural network is trained and employed in the process of optimization to estimate the results of non-linear time history analysis. This approach can be utilized for all steel or concrete frame structures. In this study, the optimal design of a planar eccentric braced steel frame is performed with great detail, using the presented multi-objective algorithm with a discrete population and then a moment resisting frame is solved as a supplementary example.

키워드

참고문헌

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피인용 문헌

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  2. Seismic design optimization of multi–storey steel–concrete composite buildings vol.170, 2016, https://doi.org/10.1016/j.compstruc.2016.03.010
  3. Researching a Fuzzy- and Performance-Based Optimization Method for the Life-Cycle Cost of SRHPC Frame Structures vol.7, pp.3, 2017, https://doi.org/10.3390/app7030269
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  9. Multi-objective colliding bodies optimization algorithm for design of trusses vol.6, pp.1, 2013, https://doi.org/10.1016/j.jcde.2018.04.001
  10. Trade-off Pareto optimum design of an innovative curved damper truss moment frame considering structural and non-structural objectives vol.28, pp.None, 2020, https://doi.org/10.1016/j.istruc.2020.09.060