지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.37 No.4
- 발행연도
- 2020.1
- 수록면
- 405 - 418 (14page)
이용수
초록· 키워드
오류제보하기
The application of double-skin composite wall should meet different layout plans. However, most available research focused on the rectangular section with uniform axial compression. In this research, the structural behavior of double-skin composite wall with L section was studied. Due to the unsymmetric geometric characteristics, the considered loading condition combined the axial compression and biaxial bending. Five specimens were designed and tested under eccentric compression. The variables in the test included the width of the web wall, the truss spacing, the thickness of the steel faceplate, and the thickness of the web wall. The test results were discussed in terms of the load-displacement responses, buckling behavior, stiffness, ductility, strength utilization, strain distribution. Two modern codes were employed to predict the interaction between the axial compression and the biaxial bending. The method to calculate the available bending moment along the two directions was proposed. It was found that CECS 159:2004 offers more suitable results than AISC 360.
목차
등록된 정보가 없습니다.
참고문헌 (56)
참고문헌 신청
2016 / AISC 360-16, Specification for structural steel buildings / American Institute of Steel Construction
Farzad Ghaderi Bafti / 2019 / The length of plastic hinge area in the flanged reinforced concrete shear walls subjected to earthquake ground motions / Structural Engineering and Mechanics, An Int＇l Journal 69(6):651~665
Hossein Malekinejad Bahabadi / 2020 / Investigation of debonding growth between composite skins and corrugated foam-composite core in sandwich panels under bending loading / Engineering Fracture Mechanics 230:106987
Hamid Beiraghi / 2018 / Energy demands in reinforced concrete wall piers coupled by buckling restrained braces subjected to near-fault earthquake / Steel and Composite Structures, An International Journal 27(6):703~716
2004 / CECS 159:2004, Technical specification for structures with concrete-filled rectangular steel tube members / China Association for Engineering Construction Standardization
Farzad Ghaderi Bafti / 2019 / The length of plastic hinge area in the flanged reinforced concrete shear walls subjected to earthquake ground motions / Structural Engineering and Mechanics, An Int＇l Journal 69(6):651~665
Hossein Malekinejad Bahabadi / 2020 / Investigation of debonding growth between composite skins and corrugated foam-composite core in sandwich panels under bending loading / Engineering Fracture Mechanics 230:106987
Hamid Beiraghi / 2018 / Energy demands in reinforced concrete wall piers coupled by buckling restrained braces subjected to near-fault earthquake / Steel and Composite Structures, An International Journal 27(6):703~716
2004 / CECS 159:2004, Technical specification for structures with concrete-filled rectangular steel tube members / China Association for Engineering Construction Standardization
함께 읽어보면 좋을 논문
논문 유사도에 따라 DBpia 가 추천하는 논문입니다. 함께 보면 좋을 연관 논문을 확인해보세요!
-
Eccentric compressive behavior of novel composite walls with T-section
Steel and Composite Structures, An International Journal
2020 .01
-
Experimental compressive behavior of novel composite wall with different width-to-thickness ratios
Steel and Composite Structures, An International Journal
2020 .01
-
Height-thickness ratio on axial behavior of composite wall with truss connector
Steel and Composite Structures, An International Journal
2019 .01
-
Effect of height-to-width ratio on composite wall under compression
Steel and Composite Structures, An International Journal
2020 .01
-
Structural behavior of sandwich composite wall with truss connectors under compression
Steel and Composite Structures, An International Journal
2020 .01
-
Assessing asymmetric steel angle strength under biaxial eccentric loading
Structural Engineering and Mechanics, An Int＇l Journal
2024 .09
-
Compressive behavior of profiled double skin composite wall
Steel and Composite Structures, An International Journal
2019 .01
-
Structural behavior of the stiffened double-skin profiled composite walls under compression
Steel and Composite Structures, An International Journal
2019 .01
-
Compressive behavior of rectangular sandwich composite wall with different truss spacings
Steel and Composite Structures, An International Journal
2020 .01
-
C형 및 H형 철근콘크리트 구조벽체의 2축 상호작용과 등하중법
콘크리트학회 논문집
2017 .04
-
Developments of double skin composite walls using novel enhanced C-channel connectors
Steel and Composite Structures, An International Journal
2019 .01
-
Studies on T-Shaped composite columns consist of multi separate concrete-filled square tubular steel sections under eccentric axial load
Steel and Composite Structures, An International Journal
2016 .01
-
Mechanical behaviour of composite columns composed of RAC-filled square steel tube and profile steel under eccentric compression loads
Steel and Composite Structures, An International Journal
2021 .01
-
Flexural performance of composite walls under out-of-plane loads
Steel and Composite Structures, An International Journal
2020 .01
-
Seismic performance of L-shaped RC walls sustaining Unsymmetrical bending
Structural Engineering and Mechanics, An Int＇l Journal
2021 .01
-
Numerical investigation on the response of circular double-skin concrete-filled steel tubular slender columns subjected to biaxial bending
Steel and Composite Structures, An International Journal
2020 .01
-
횡력저항 구조로서 더블월의 접합부에 대한 구조성능 평가
대한건축학회논문집
2020 .06
-
Failure behaviors of C/C composite tube under lateral compression loading
Nuclear Engineering and Technology
2019 .01
-
Non-constant biaxial bending capacity assessment of CFST columns through interaction diagrams
Steel and Composite Structures, An International Journal
2019 .01
-
RC 이형벽체 단면의 2축 휨-압축 상호작용
한국콘크리트학회 학술대회 논문집
2016 .05
이 논문의 저자 정보
최근 본 자료
댓글(0)
0