Steel and Composite Structures

  • 제26권3호
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  • Pages.361-373
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  • 2018
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Numerical study of the cyclic behavior of steel plate shear wall systems (SPSWs) with differently shaped openings

  • Ali, Mustafa M. (Department of Civil and Structural Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia (UKM)) ;
  • Osman, S.A. (Department of Civil and Structural Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia (UKM)) ;
  • Husam, O.A. (Department of Civil and Structural Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia (UKM)) ;
  • Al-Zand, Ahmed W. (Department of Civil and Structural Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia (UKM))
  • 투고 : 2016.01.30
  • 심사 : 2017.12.02
  • 발행 : 2018.02.10
⟨ 이전 논문 다음 논문 ⟩

초록

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 $\text\tiny{^1/_2}$-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.

키워드

과제정보

연구 과제 주관 기관 : Universiti Kebangsaan Malaysia

참고문헌

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피인용 문헌

  1. Behavior of FRP-reinforced steel plate shear walls with various reinforcement designs vol.33, pp.5, 2019, https://doi.org/10.12989/scs.2019.33.5.729
  2. Hysteretic characteristics of steel plate shear walls: Effects of openings vol.76, pp.6, 2018, https://doi.org/10.12989/sem.2020.76.6.687
  3. Investigation of performance of steel plate shear walls with partial plate-column connection (SPSW-PC) vol.39, pp.1, 2018, https://doi.org/10.12989/scs.2021.39.1.109