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      KCI등재

      스터드 패널형 모듈러 건축시스템의 횡력 저항성능 평가

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      https://www.riss.kr/link?id=A99773977

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      다국어 초록 (Multilingual Abstract)

      This study aims to estimate the lateral force resisting capacities of multi-story steel stud panel modular buildings. The lateral displacement of modular buildings composed of the rotation and slip deformation of joint and the shear deformation of stud-walls. The shear deformation of steel-stud walls with sheathing panels can be defined by combining several failure mechanisms according to the material properties of sheathing panels and connection detail. This study proposed the theoretical estimation of lateral force resisting capacities according to these procedures. In addition, a two-story modular structure made of steel stud-walls was tested under cyclic loading. The test result shows that the behavior of first story wall is governed by shear diaphragm action explained by equivalent bracing model. Finally this study suggests that lateral resistant behavior of multi story modular system can be explained by rigid body motion as well as shear diaphragm action, which is a characteristic behavior of modular building system caused by bolt connection between lower and upper unit modules.
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      This study aims to estimate the lateral force resisting capacities of multi-story steel stud panel modular buildings. The lateral displacement of modular buildings composed of the rotation and slip deformation of joint and the shear deformation of stu...

      This study aims to estimate the lateral force resisting capacities of multi-story steel stud panel modular buildings. The lateral displacement of modular buildings composed of the rotation and slip deformation of joint and the shear deformation of stud-walls. The shear deformation of steel-stud walls with sheathing panels can be defined by combining several failure mechanisms according to the material properties of sheathing panels and connection detail. This study proposed the theoretical estimation of lateral force resisting capacities according to these procedures. In addition, a two-story modular structure made of steel stud-walls was tested under cyclic loading. The test result shows that the behavior of first story wall is governed by shear diaphragm action explained by equivalent bracing model. Finally this study suggests that lateral resistant behavior of multi story modular system can be explained by rigid body motion as well as shear diaphragm action, which is a characteristic behavior of modular building system caused by bolt connection between lower and upper unit modules.

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      목차 (Table of Contents)

      • Abstract
      • 1. 서론
      • 2. 스터드 패널형 모듈러 시스템의 횡력저항
      • 3. 실험계획
      • 4. 실험결과
      • Abstract
      • 1. 서론
      • 2. 스터드 패널형 모듈러 시스템의 횡력저항
      • 3. 실험계획
      • 4. 실험결과
      • 5. 모듈러 시스템 거동 예측 모델링
      • 6. 결론
      • 참고문헌
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      참고문헌 (Reference)

      1 박금성, "철골조 모듈러 시스템의 횡력저항 성능 평가" 대한건축학회 27 (27): 97-104, 2011

      2 포항산업과학연구원, "스틸하우스 설계에서 시공까지 2" 구미서관 2002

      3 A.J. Salenikovich, "The Racking Performance of Light-Frame Shear Walls" Virginia Tech 2000

      4 Caroline Blais, "Testing and Analysis of Light Gauge Steel Frame / 9mm OSB Wood Panel Shear Walls"

      5 C.A. Rogers, "Steel Frame / Wood Panel Shear Walls : Preliminary Design Information for Use with the 2005 NBCC"

      6 W.J. McCutcheon, "Racking Deformations in Wood Shear Walls" ASCE 111 (111): 1985

      7 "Experimental Cyclic Racking Evaluation of Light-frame Wood Stud and Steel S tud Wall Systems" 2008

      8 SCI, "Development of Modular Residential System for Korea" 2012

      9 APA(The Engineered Wood Association), "Design Capacites of APA Performance Rated Structural-Use Panels"

      10 Chen C. Y., "Be haviour of light-gauge steel-frame : wood structural panel shear walls" 2006

      1 박금성, "철골조 모듈러 시스템의 횡력저항 성능 평가" 대한건축학회 27 (27): 97-104, 2011

      2 포항산업과학연구원, "스틸하우스 설계에서 시공까지 2" 구미서관 2002

      3 A.J. Salenikovich, "The Racking Performance of Light-Frame Shear Walls" Virginia Tech 2000

      4 Caroline Blais, "Testing and Analysis of Light Gauge Steel Frame / 9mm OSB Wood Panel Shear Walls"

      5 C.A. Rogers, "Steel Frame / Wood Panel Shear Walls : Preliminary Design Information for Use with the 2005 NBCC"

      6 W.J. McCutcheon, "Racking Deformations in Wood Shear Walls" ASCE 111 (111): 1985

      7 "Experimental Cyclic Racking Evaluation of Light-frame Wood Stud and Steel S tud Wall Systems" 2008

      8 SCI, "Development of Modular Residential System for Korea" 2012

      9 APA(The Engineered Wood Association), "Design Capacites of APA Performance Rated Structural-Use Panels"

      10 Chen C. Y., "Be haviour of light-gauge steel-frame : wood structural panel shear walls" 2006

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 계속평가 신청대상 (등재유지)
      2017-01-01 평가 우수등재학술지 선정 (계속평가)
      2013-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2011-03-25 학술지명변경 한글명 : 대한건축학회 논문집(구조계) -> 대한건축학회논문집 구조계
      외국어명 : Journal of the Architectural Institute of Korea(Structure & Construction) -> Journal of the Architectural Institute of Korea Structure & Construction
      KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-07-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 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 0.33
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.29 0.27 0.614 0.04
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