Structural Engineering and Mechanics

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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)
  • Received : 2012.06.09
  • Accepted : 2012.12.15
  • Published : 2013.01.25
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Abstract

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.

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References

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