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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.39 No.1
- 발행연도
- 2021.1
- 수록면
- 109 - 123 (15page)
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초록· 키워드
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This research endeavor intends to use the implicit finite element method to investigate the structural response of steel shear walls with partial plate-column connection. To this end, comprehensive verification studies are initially performed by comparing the numerical predictions with several reported experimental results in order to demonstrate the reliability and accuracy of the implicit analysis method. Comparison is made between the hysteresis curves, failure modes, and base shear capacities predicted numerically using ABAQUS software and obtained/observed experimentally. Following the validation of the finite element analysis approach, the effects of partial plate-column connection on the strength and stiffness performances of steel shear wall systems with different web-plate slenderness and aspect ratios under monotonic loading are investigated through a parametric study. While removal of the connection between the web-plate and columns can be beneficial by decreasing the overall system demand on the vertical boundary members, based on the results and findings of this study such detachment can lower the stiffness and strength capacities of steel shear walls by about 25%, on average.
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참고문헌 (60)
참고문헌 신청
2012 / ABAQUS-6.12-1 standard user’s manual / Karlsson and Sorensen, Inc
AISC / 2007 / Steel design guide 20, steel plate shear walls
2016 / AISC 341-16 Seismic Provisions for Structural Steel Buildings / AISC Committee
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
Astaneh-Asl, A. / 2001 / Seismic Behavior and Design of Steel Shear Walls / Structural Steel Educational Council
AISC / 2007 / Steel design guide 20, steel plate shear walls
2016 / AISC 341-16 Seismic Provisions for Structural Steel Buildings / AISC Committee
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
Astaneh-Asl, A. / 2001 / Seismic Behavior and Design of Steel Shear Walls / Structural Steel Educational Council
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