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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.33 No.1
- 발행연도
- 2019.1
- 수록면
- 19 - 36 (18page)
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초록· 키워드
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Cyclic behaviour of composite (steel - concrete) plate shear walls (CPSW) with variable column flexural stiffness is experimentally and numerically investigated. The investigation included design, fabrication and testing of three pairs of one-bay one-storey CPSW specimens. The reference specimen pair was designed in way that its column flexural stiffness corresponds to the value required by the design codes, while within the other two specimen pairs column flexural stiffness was reduced by 18% and 36%, respectively. Specimens were subjected to quasi-static cyclic tests. Obtained results indicate that column flexural stiffness reduction in CPSW does not have negative impact on the overall behaviour allowing for satisfactory performance for up to 4% storey drift ratio while also enabling inelastic buckling of the infill steel plate. Additionally, in comparison to similar steel plate shear wall (SPSW) specimens, column "pull-in" deformations are less pronounced within CPSW specimens. Therefore, the results indicate that prescribed minimal column flexural stiffness value used for CPSW might be conservative, and can additionally be reduced when compared to the prescribed value for SPSWs. Furthermore, finite element (FE) pushover simulations were conducted using shell and solid elements. Such FE models can adequately simulate cyclic behaviour of CPSW and as such could be further used for numerical parametric analyses. It is necessary to mention that the implemented pushover FE models were not able to adequately reproduce column "pull-in" deformation and that further development of FE simulations is required where cyclic loading of the shear walls needs to be simulated.
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참고문헌 (60)
참고문헌 신청
AISC / 2010 / ANSI/AISC 341-10: Seismic Provisions for Structural Steel Buildings / American Institute of Steel Construction (AISC)
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
ANSYS / 2012 / User's Manual (Version 14.5) / Swanson Analysis Systems Inc
Arabzadeh, A. / 2011 / Experimental investigation of composite shear walls under shear loadings / Thin-Wall. Struct 49(7):842~854
Astaneh-Asl, A. / 2002 / Seismic Behavior and Design of Composite Steel Plate Shear Walls
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
ANSYS / 2012 / User's Manual (Version 14.5) / Swanson Analysis Systems Inc
Arabzadeh, A. / 2011 / Experimental investigation of composite shear walls under shear loadings / Thin-Wall. Struct 49(7):842~854
Astaneh-Asl, A. / 2002 / Seismic Behavior and Design of Composite Steel Plate Shear Walls
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