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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.76 No.3
- 발행연도
- 2020.1
- 수록면
- 311 - 324 (14page)
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Until now, a comparative study on fully and partially-connected steel shear walls leading to enhancing strength and stiffness reduction of partially-connected steel plate shear wall structures has not been reported. In this paper a number of 4-story and 8-story steel plate shear walls, are considered with three different connection details of infill plate to surrounding frame. The specimens are modeled using nonlinear finite element method verified excellently with the experimental results and analyzed under monotonic loading. A comparison between initial stiffness and shear strength of models as well as percentage of shear force by model boundary frame and infill plate are performed. Moreover, a comparison between energy dissipation, ductility factor and distribution of Von-Mises stresses of models are presented. According to the results, the initial stiffness, shear resistance, energy dissipation and ductility of the models with beam-only connected infill plates (SSW-BO) is found to be about 53%, 12%, 15% and 48% on average smaller than those of models with fully-connected infill plates (SPSW), respectively. However, performance characteristics of semi-supported steel shear walls (SSSW) containing secondary columns by simultaneously decreasing boundary frame strength and increasing thickness of infill plates are comparable to those of SPSWs. Results show that by using secondary columns as well as increasing thickness of infill plates, the stress demands on boundary frame decreases substantially by as much as 35%. A significant increase in infill plate share on shear capacity by as much as 95% and 72% progress for the 4-story SSW-BO and 8-story SSSW8, respectively, as compared with non-strengthened counterparts. A similar trend is achieved by strengthening secondary columns of 4-story SSSW leading to an increase of 50% in shear force contribution of infill plate.
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참고문헌 (41)
참고문헌 신청
Abualnour, M. / 2018 / A novel quasi-3D trigonometric plate theory for free vibration analysis of advanced composite plates / Compos. Struct 184:688~697
AISC / 2010 / ANSI/AISC 341-10, Seismic provisions for structural steel buildings / American Institute of Steel Construction
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Astaneh-Asl, A. / 2001 / Seismic Behavior and Design of Steel Shear Walls, Steel Technical Information and Product Services Report
Boumediene Bakhadda / 2018 / Dynamic and bending analysis of carbon nanotube-reinforced composite plates with elastic foundation / Wind and Structures, An International Journal 27(5):311~324
AISC / 2010 / ANSI/AISC 341-10, Seismic provisions for structural steel buildings / American Institute of Steel Construction
Alavi, E. / 2013 / Experimental study on diagonally stiffened steel plate shear wall s with central perforation / J. Constr. Steel Res 89:9~20
Astaneh-Asl, A. / 2001 / Seismic Behavior and Design of Steel Shear Walls, Steel Technical Information and Product Services Report
Boumediene Bakhadda / 2018 / Dynamic and bending analysis of carbon nanotube-reinforced composite plates with elastic foundation / Wind and Structures, An International Journal 27(5):311~324
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