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      비틀어진 형상(Twisted)을 가지는 고층 구조물의 역학적 특성 분석 = Analysis of the Static Characteristics of High-Rise Structures With Twisted Shape

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      https://www.riss.kr/link?id=A107316760

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      다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

      In this study, structural characteristics were analyzed by combining gravity load and lateral loads such as seismic loads through static analysis of example structures, and the static characteristics of the twisted structure according to the plane rotation angle were also analyzed. Example structures were selected as regular structure, and twisted structures; 1.0, 2.0, and 3.0 degree angle of rotation per story, and static analysis was performed by the load combination case 1 and case 2. As a result the story drift ratio of the twisted-shaped structure also increased as the plane rotation angle per story increased. The eccentricity according to the load combination was the highest in the lower stories of all analysis models, and the eccentricity was found to be larger as the rotation angle decreased. The twisted-shaped structure was more responsible for the bending moment of the column than the regular structure, and the vertical member axial force of all analysis models was almost similar.
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      In this study, structural characteristics were analyzed by combining gravity load and lateral loads such as seismic loads through static analysis of example structures, and the static characteristics of the twisted structure according to the plane rot...

      In this study, structural characteristics were analyzed by combining gravity load and lateral loads such as seismic loads through static analysis of example structures, and the static characteristics of the twisted structure according to the plane rotation angle were also analyzed. Example structures were selected as regular structure, and twisted structures; 1.0, 2.0, and 3.0 degree angle of rotation per story, and static analysis was performed by the load combination case 1 and case 2. As a result the story drift ratio of the twisted-shaped structure also increased as the plane rotation angle per story increased. The eccentricity according to the load combination was the highest in the lower stories of all analysis models, and the eccentricity was found to be larger as the rotation angle decreased. The twisted-shaped structure was more responsible for the bending moment of the column than the regular structure, and the vertical member axial force of all analysis models was almost similar.

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      참고문헌 (Reference)

      1 윤우석, "횡력저항시스템에 따른 비정형 초고층건물 내진성능평가" 한국전산구조공학회 25 (25): 513-524, 2012

      2 김선웅, "비틀림 비정형 초고층 철골대각가새골조의 내진성능평가" 대한건축학회 29 (29): 47-54, 2013

      3 Son, S. H., "Structural and Construction Technologies with New Design Trend of High-rise Building" 19 (19): 14-22, 2007

      4 Chung, K. R., "Structural System for Irregular Shaped Tall Buildings" 52 (52): 59-62, 2008

      5 Mir M. Ali, "Structural Developments in Tall Buildings: Current Trends and Future Prospects" Informa UK Limited 50 (50): 205-223, 2011

      6 Moon, K. S., "Structural Design Construction of Complex-Shaped Tall Buildings" 7 (7): 30-35, 2015

      7 Kyoung Sun Moon, "Outrigger Systems for Structural Design of Complex-Shaped Tall Buildings" Council on Tall Building and Urban Habitat Korea 5 (5): 13-20, 2016

      8 Architectural Institute of Korea, "Korean Design Standard (KDS 41)" 2019

      9 Krolicki, J., "Dubai Towers, Dubai - Engineering the World's Tallest Sculpture" 3021-3034, 2010

      10 Lee, J. C., "Complex Shape and Structural System of High-Rise Buildings" 54 (54): 14-17, 2010

      1 윤우석, "횡력저항시스템에 따른 비정형 초고층건물 내진성능평가" 한국전산구조공학회 25 (25): 513-524, 2012

      2 김선웅, "비틀림 비정형 초고층 철골대각가새골조의 내진성능평가" 대한건축학회 29 (29): 47-54, 2013

      3 Son, S. H., "Structural and Construction Technologies with New Design Trend of High-rise Building" 19 (19): 14-22, 2007

      4 Chung, K. R., "Structural System for Irregular Shaped Tall Buildings" 52 (52): 59-62, 2008

      5 Mir M. Ali, "Structural Developments in Tall Buildings: Current Trends and Future Prospects" Informa UK Limited 50 (50): 205-223, 2011

      6 Moon, K. S., "Structural Design Construction of Complex-Shaped Tall Buildings" 7 (7): 30-35, 2015

      7 Kyoung Sun Moon, "Outrigger Systems for Structural Design of Complex-Shaped Tall Buildings" Council on Tall Building and Urban Habitat Korea 5 (5): 13-20, 2016

      8 Architectural Institute of Korea, "Korean Design Standard (KDS 41)" 2019

      9 Krolicki, J., "Dubai Towers, Dubai - Engineering the World's Tallest Sculpture" 3021-3034, 2010

      10 Lee, J. C., "Complex Shape and Structural System of High-Rise Buildings" 54 (54): 14-17, 2010

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 재인증평가 신청대상 (재인증)
      2019-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2016-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2014-10-15 학회명변경 영문명 : Korean Assocoation For Apatial Structures -> Korean Association for Spatial Structures KCI등재
      2012-01-01 평가 등재 1차 FAIL (등재유지) KCI등재
      2009-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2008-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2007-01-01 평가 등재후보 1차 FAIL (등재후보1차) KCI등재후보
      2006-09-26 학술지명변경 한글명 : 한국쉘공간구조학회지 -> 한국공간구조학회지
      외국어명 : JOURNAL OF THE KOREAN ASSOCIATION FOR SHELL AND SPATIAL STRUCTURES -> JOURNAL OF THE KOREAN ASSOCIATION FOR AND SPATIAL STRUCTURES
      KCI등재후보
      2006-08-16 학회명변경 한글명 : 한국쉘공간구조학회 -> 한국공간구조학회
      영문명 : Korean Assocoation For Shell And Apatial Structures -> Korean Assocoation For Apatial Structures
      KCI등재후보
      2005-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.35 0.35 0.3
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.28 0.25 0.527 0.05
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