Steel and Composite Structures

  • 제18권3호
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  • Pages.711-737
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  • 2015
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

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Development of a simplified equivalent braced frame model for steel plate shear wall systems

  • Chatterjee, Arghya Kamal (Department of Building, Civil and Environmental Engineering Concordia University) ;
  • Bhowmick, Anjan (Department of Building, Civil and Environmental Engineering Concordia University) ;
  • Bagchi, Ashutosh (Department of Building, Civil and Environmental Engineering Concordia University)
  • 투고 : 2013.09.13
  • 심사 : 2014.09.24
  • 발행 : 2015.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

Steel Plate Shear Walls (SPSWs) have been accepted widely as an effective lateral load resisting system. For seismic performance evaluation of a multi-story building with SPSWs, detailed finite element models or a strip model can be used to represent the SPSW components. However, such models often require significant effort for tall or medium height buildings. In order to simplify the analysis process, discrete elements for the framing members can be used. This paper presents development of a simplified equivalent braced model to study the behavior of the SPSWs. The proposed model is expected to facilitate a simplification to the structural modeling of large buildings with SPSWs in order to evaluate the seismic performance using regular structural analysis tools. It is observed that the proposed model can capture the global behavior of the structures quite accurately and potentially aid in the performance-based seismic design of SPSW buildings.

키워드

과제정보

연구 과제 주관 기관 : Natural Sciences and Engineering Research Council of Canada (NSERC)

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피인용 문헌

  1. Flexural behavior of anchor horizontal boundary element in steel plate shear wall vol.17, pp.3, 2017, https://doi.org/10.1007/s13296-017-9017-6
  2. Flexural behavior of beams in steel plate shear walls vol.23, pp.4, 2015, https://doi.org/10.12989/scs.2017.23.4.473
  3. Experimental Performance Evaluation of Multi-Storey Steel Plate Shear Walls Designed by Different Methods vol.17, pp.7, 2015, https://doi.org/10.1007/s40999-018-0374-0
  4. 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
  5. Investigation of performance of steel plate shear walls with partial plate-column connection (SPSW-PC) vol.39, pp.1, 2015, https://doi.org/10.12989/scs.2021.39.1.109