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      역V형 특수중심가새골조의 최적내진설계 모델 개발 = Development of Optimal Seismic Design Model for Inverted V-type Special Concentrically Braced Frames

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      https://www.riss.kr/link?id=A101121622

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      다국어 초록 (Multilingual Abstract)

      Many researchers have studied on the optimal seismic design with the development of the computer. So far the application structure of most researches on the optimal seismic design was almost the moment resisting frame. Because the braced frames are the representative lateral load resisting system with the moment resisting frames, it is estimated that the effect on the practice will be great if it can is provided a design guideline through the development of optimal seismic design model for the braced frames. The purpose of this study is to propose the optimal seismic design model for the inverted V-type special concentrically braced frames considering the buckling of braces. The objective functions of this are to minimize the structural weight and maximize the total dissipated energy of the structure and the constraints of this are the strength conditions for the column, beam, brace and inter-story drifts condition. To verify the proposed model, it is applied to 2D steel concentrically braced frames of 3-story and 9-story.
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      Many researchers have studied on the optimal seismic design with the development of the computer. So far the application structure of most researches on the optimal seismic design was almost the moment resisting frame. Because the braced frames are th...

      Many researchers have studied on the optimal seismic design with the development of the computer. So far the application structure of most researches on the optimal seismic design was almost the moment resisting frame. Because the braced frames are the representative lateral load resisting system with the moment resisting frames, it is estimated that the effect on the practice will be great if it can is provided a design guideline through the development of optimal seismic design model for the braced frames. The purpose of this study is to propose the optimal seismic design model for the inverted V-type special concentrically braced frames considering the buckling of braces. The objective functions of this are to minimize the structural weight and maximize the total dissipated energy of the structure and the constraints of this are the strength conditions for the column, beam, brace and inter-story drifts condition. To verify the proposed model, it is applied to 2D steel concentrically braced frames of 3-story and 9-story.

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      참고문헌 (Reference)

      1 김진구, "역V형 특수가새골조의 반응수정계수" 한국지진공학회 8 (8): 29-37, 2004

      2 대한건축학회, "건축구조설계기준 및 해설 (KBC 2005)"

      3 Xu, Lei, "Seismic Design Optimization of Steel Building Frameworks" 132 (132): 277-286, 2006

      4 Ibrahim F. Khatib, "Seismic Behavior of Concentrically Braced Steel Frames" 1988

      5 Kim, J.K, "Response Modification Factors of Chevron-Braced Frames" 27 : 285-300, 2005

      6 Arzhang Alimordi, "Probabilistic Performance- Based Seismic Design Automation of Nonlinear Steel Structures Using Genetic Algorithms" University of Memphis 2004

      7 Federal Emergency Management Agency, "Prestandard and Commentary for the Seismic Rehabilitation of Buildings"

      8 Kiyohiro Ikeda, "Phenomenological Modeling of Steel Braces under Cyclic Loading" 1984

      9 Fragiadakis, M, "Performance-Based Multiobjective Optimum Design of Steel Structures Considering Life-Cycle Cost" 32 : 1-11, 2006

      10 Ganzerli, S, "Performance-Based Design using Structural Optimization" (29) : 1677-1690, 2000

      1 김진구, "역V형 특수가새골조의 반응수정계수" 한국지진공학회 8 (8): 29-37, 2004

      2 대한건축학회, "건축구조설계기준 및 해설 (KBC 2005)"

      3 Xu, Lei, "Seismic Design Optimization of Steel Building Frameworks" 132 (132): 277-286, 2006

      4 Ibrahim F. Khatib, "Seismic Behavior of Concentrically Braced Steel Frames" 1988

      5 Kim, J.K, "Response Modification Factors of Chevron-Braced Frames" 27 : 285-300, 2005

      6 Arzhang Alimordi, "Probabilistic Performance- Based Seismic Design Automation of Nonlinear Steel Structures Using Genetic Algorithms" University of Memphis 2004

      7 Federal Emergency Management Agency, "Prestandard and Commentary for the Seismic Rehabilitation of Buildings"

      8 Kiyohiro Ikeda, "Phenomenological Modeling of Steel Braces under Cyclic Loading" 1984

      9 Fragiadakis, M, "Performance-Based Multiobjective Optimum Design of Steel Structures Considering Life-Cycle Cost" 32 : 1-11, 2006

      10 Ganzerli, S, "Performance-Based Design using Structural Optimization" (29) : 1677-1690, 2000

      11 Moghaddam, H, "Optimum Seismic Design of Concentrically Braced Steel Frames: Concepts and Design Procedures" 61 : 151-166, 2005

      12 Silvia A.K, "Opensees Command Language Manual"

      13 Min Liu, "Multiobjective Optimization for Performance-Based Seismic Design of Steel Moment Frame Structures" 34 : 289-306, 2005

      14 ASCE, "Mimimum Design Loads for Buildings and Other Structures"

      15 Michel Bruneau, "Ductile Design of Steel Structures" McGraw-Hill 1997

      16 AISC, "ANSI/AISC 360-05 Speccification for Structural Steel Buildings"

      17 AISC, "ANSI/AISC 341-05 Seismic Provisions for Structural Steel Buildings"

      18 Kiyohiro Ikeda, "A Refined Physical Theory Model for Predicting the Seismic Behavior of Braced Steel Frames" 1984

      19 Deb, K, "A Fast and Elitist Multiobjective Genetic Algorithm: NSGA-II" 6 (6): 182-197, 2002

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2028 평가예정 재인증평가 신청대상 (재인증)
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      2019-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2016-01-01 평가 등재학술지 선정 (계속평가) KCI등재
      2015-12-01 평가 등재후보로 하락 (기타) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-29 학술지명변경 외국어명 : 미등록 -> Journal of the Computational Structural Engineering Institute of Korea KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.27 0.27 0.23
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.22 0.2 0.443 0.03
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