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Genetic Algorithm-based Optimal Placement and Size Determination Methods of BRBs That Consider Vertical Continuity for Seismic Retrofit of Steel Moment Frames

철골모멘트골조의 내진보강을 위한 수직 연속성을 고려한 유전자 알고리즘 기반 최적 비좌굴가새 위치 및 크기 결정 기법

  • Choi, Se-Woon (Dept. of Architectural Engineering, Daegu Catholic University) ;
  • Kim, Yousok (School of Architectural Engineering, Hongik University)
  • 최세운 (대구가톨릭대학교 건축공학과) ;
  • 김유석 (홍익대학교 건축공학부)
  • Received : 2023.02.25
  • Accepted : 2023.03.24
  • Published : 2023.04.30

Abstract

In this study, the genetic algorithm-based optimal seismic retrofit method using buckling restrained braces (BRBs) for existing steel frames was presented to simultaneously minimize the two conflicting objective functions of initial retrofit cost and lifecycle cost. Method 1 provided the BRB placements and sizes and was applied to a nine-story steel frame; the effectiveness of the retrofit schemes obtained was then investigated. Although it is important to ensure the vertical continuity of BRBs for preventing soft and weak stories, little research has been reported on the optimal seismic retrofit method to suggest the installation placements and sizes of BRBs. Therefore, an additional optimal seismic retrofit method was proposed to enforce the vertical continuity of BRBs. The results indicated that the proposed methods were more effective than the conventional retrofit method, and in some retrofit schemes, the vertical continuity condition incorporated into Method 2 presented greater initial retrofit costs than those of Method 1 to yield similar lifecycle costs.

Keywords

Acknowledgement

이 논문은 2020년도 정부(교육부)의 재원으로 한국연구재단의 지원을 받아 수행된 기초연구사업임(No. NRF-2020R1F1A1076776)

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