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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.27 No.5
- 발행연도
- 2018.1
- 수록면
- 613 - 622 (10page)
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초록· 키워드
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The requirement to safe and economical buildings caused to the exploitation of nonlinear capacity structures and optimization of them. This requirement leads to forming seismic design method based on performance. In this study, concentrically braced frames (CBFs) have been optimized at the immediate occupancy (IO) and collapse prevention (CP) levels. Minimizing structural weight is taken as objective function subjected to performance constraints on inter-story drift ratios at various performance levels. In order to evaluate the seismic capacity of the CBFs, pushover analysis is conducted, and the process of optimization has been done by using Bee Algorithm. Results indicate that performance based design caused to have minimum structural weight and due to increase capacity of CBFs.
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참고문헌 (28)
참고문헌 신청
AISC / 2010 / Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications
Musa Artar / 2016 / A comparative study on optimum design of multi-element truss structures / Steel and Composite Structures, An International Journal 22(3):521~535
Musa Artar / 2016 / Optimum design of braced steel frames via teaching learning based optimization / Steel and Composite Structures, An International Journal 22(4):733~744
1996 / ATC40, ATC-40 Seismic evaluation and retrofit of concrete buildings
Cornell, C.A. / 2000 / Seismic Reliability of Steel Frames
Musa Artar / 2016 / A comparative study on optimum design of multi-element truss structures / Steel and Composite Structures, An International Journal 22(3):521~535
Musa Artar / 2016 / Optimum design of braced steel frames via teaching learning based optimization / Steel and Composite Structures, An International Journal 22(4):733~744
1996 / ATC40, ATC-40 Seismic evaluation and retrofit of concrete buildings
Cornell, C.A. / 2000 / Seismic Reliability of Steel Frames
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