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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.31 No.1
- 발행연도
- 2019.1
- 수록면
- 85 - 98 (14page)
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초록· 키워드
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Nonlinear seismic performances of code designed Perforated Steel Plate Shear Walls (P-SPSW) were studied. Three multi-storey (4-, 8-, and 12-storey) P-SPSWs were designed according to Canadian seismic provisions and their performance was evaluated using time history analysis for ground motions compatible with Vancouver response spectrum. The selected code designed P-SPSWs exhibited excellent seismic performance with high ductility and strength. The current code equation was found to provide a good estimation of the shear strength of the perforated infill plate, especially when the infill plate is yielded. The applicability of the strip model, originally proposed for solid infill plate, was also evaluated for P-SPSW and two different strip models were studied. It was observed that the strip model with strip widths equal to center to center diagonal distance between each perforation line could reasonably predict the inelastic behavior of unstiffened P-SPSWs. The strip model slightly underestimated the initial stiffness; however, the ultimate strength was predicted well. Furthermore, applicability of simple shear-flexure beam model for determination of fundamental periods of P-SPSWs was studied.
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참고문헌 (32)
참고문헌 신청
Mustafa M. Ali / 2018 / Numerical study of the cyclic behavior of steel plate shear wall systems (SPSWs) with differently shaped openings / Steel and Composite Structures, An International Journal 26(3):361~373
ANSI / 2010 / Seismic Provisions for Structural Steel Buildings / American Institute of Steel Construction
2016 / ANSI/AISC 360-16, Specifications for Structural Steel Buildings / American Institute of Steel Construction
2010 / ASCE 7-10, Minimum Design Loads for Buildings and Other Structures / American Society of Civil Engineers, Structural Engineering Institute
Atkinson, G.M. / Earthquake Time Histories Compatible with the 2005 NBCC Uniform Hazard Spectrum
ANSI / 2010 / Seismic Provisions for Structural Steel Buildings / American Institute of Steel Construction
2016 / ANSI/AISC 360-16, Specifications for Structural Steel Buildings / American Institute of Steel Construction
2010 / ASCE 7-10, Minimum Design Loads for Buildings and Other Structures / American Society of Civil Engineers, Structural Engineering Institute
Atkinson, G.M. / Earthquake Time Histories Compatible with the 2005 NBCC Uniform Hazard Spectrum
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