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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.36 No.2
- 발행연도
- 2020.1
- 수록면
- 187 - 196 (10page)
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초록· 키워드
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Double skin composite wall system owns several structural merits in terms of high load-carrying capacity, large axial stiffness, and favorable ductility. A recently proposed form of truss connector was used to bond the steel plates to the concrete core to achieve good composite action. The structural behavior of rectangular high walls under compression and T-shaped high walls under eccentric compression has been investigated by the authors. Furthermore, the influences of the truss spacings, the wall width, and the faceplate thickness have been previously studied by the authors on short walls under uniform compression. This paper experimentally investigated the effect of width-to-thickness ratio on the compressive behavior of short walls. Compressive tests were conducted on three short specimens with different width-to-thickness ratios. Based on the test results, it is found that the composite wall shows high compressive resistance and good ductility. The walls fail by local buckling of steel plates and crushing of concrete core. It is also observed that width-to-thickness ratio has great influence on the compressive resistance, initial stiffness, and strain distribution across the section. Finally, the test results are compared with the predictions by modern codes.
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참고문헌 (50)
참고문헌 신청
2016 / AISC 360-16, Specification for structural steel buildings / American Institute of Steel Construction
Behrouz Asgarian / 2012 / Performance Evaluation of Different Types of Steel Moment Resisting Frames Subjected to Strong Ground Motion through Incremental Dynamic Analysis / International Journal of STEEL STRUCTURES 12(3):363~379
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
Jakob C. Bruhl / 2017 / Experimental Resistance and Available Ductility of Steel-Plate Composite Walls in One-Way Bending / Journal of Structural Engineering 143(4):04016222
2004 / CECS 159, Technical specification for structures with concrete-filled rectangular steel tube members / China Association for Engineering Construction Standardization
Behrouz Asgarian / 2012 / Performance Evaluation of Different Types of Steel Moment Resisting Frames Subjected to Strong Ground Motion through Incremental Dynamic Analysis / International Journal of STEEL STRUCTURES 12(3):363~379
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
Jakob C. Bruhl / 2017 / Experimental Resistance and Available Ductility of Steel-Plate Composite Walls in One-Way Bending / Journal of Structural Engineering 143(4):04016222
2004 / CECS 159, Technical specification for structures with concrete-filled rectangular steel tube members / China Association for Engineering Construction Standardization
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