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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.26 No.3
- 발행연도
- 2018.1
- 수록면
- 361 - 373 (13page)
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초록· 키워드
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This paper presents the development of finite element (FE) models to simulate the behavior of diagonally stiffened steel plate shear wall systems (SPSWs) with differently shaped openings subjected to a cyclic load. This walling system has the potential to be used for shear elements that resist lateral loads in steel-framed buildings. A number of ½-scale one-story buildings that were un-stiffened, stiffened and stiffened with opening SPSWs are modeled and simulated using the finite element method based on experimental data from previous research. After validating the finite element (FE) models, the effects of infill plate thickness on the cyclic behavior of steel shear walls are investigated. Furthermore, triple diagonal stiffeners are added to the steel infill plates of the SPSWs, and the effects are studied. Moreover, the effects of a number of differently shaped openings applied to the infill plate are studied. The results indicate that the bearing capacity and shear resistance are affected positively by increasing the infill plate thickness and by adding triple diagonal stiffeners. In addition, the cyclic behavior of SPSWs is improved, even with an opening in the SPSWs.
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참고문헌 (18)
참고문헌 신청
AISC / 2010 / Specification for StructuralSteel Buildings
Alavi, E. / 2012 / Experimental study of diagonally stiffened steel plate shear walls / J. Struct. Eng. 139(11):1795~1811
Alavi, E. / 2013 / Experimental study on diagonally stiffened steel plate shear walls with central perforation / J. Constr. Steel Res. 89:9~20
Barkhordari, M. / 2014 / Behavior of steel plate shear walls with stiffened full-height rectangular openings / Asian J. Civil Eng. (BHRC) 15:741~759
Bruneau, M. / 2011 / Ductile Design of Steel Structures / McGraw Hill Professional
Alavi, E. / 2012 / Experimental study of diagonally stiffened steel plate shear walls / J. Struct. Eng. 139(11):1795~1811
Alavi, E. / 2013 / Experimental study on diagonally stiffened steel plate shear walls with central perforation / J. Constr. Steel Res. 89:9~20
Barkhordari, M. / 2014 / Behavior of steel plate shear walls with stiffened full-height rectangular openings / Asian J. Civil Eng. (BHRC) 15:741~759
Bruneau, M. / 2011 / Ductile Design of Steel Structures / McGraw Hill Professional
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