Computational Structural Engineering (전산구조공학)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
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Macro Model for Evaluating Seismic Performance of Nonstructural Lightweight Partition Walls

비구조 경량칸막이벽의 내진성능평가를 위한 매크로 모델

  • 신동현 (부산대학교 건설융합학부 건축공학전공)
  • Published : 2023.06.15
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Abstract

Keywords

References

  1. 최경석, 김형준 (2018) 비구조요소인 경량칸막이벽의 내진 성능, 대한건축학회 2018년 추계학술발표대회논문집, 38(2)
  2. 김형준 (2022) 경량칸막이벽체에 사용되는 경량철골부재의 내진설계와 이력거동, 한국강구조학회지, 24(2), pp. 27-31.
  3. AIK (2019) Seismic Building Design and Commentary (Korean Building Code), KDS 41 17 00: 2019, Korean Building Code Center.
  4. Jenkins, C., Soroushian, S., Rahmanishamsi, E., Maragakis, E.M. (2016) Experimental fragility analysis of cold-formed steel-framed partition wall systems, Thin Walled Structure, 103, pp. 115-127. https://doi.org/10.1016/j.tws.2016.02.015
  5. Movahednia, M., Mirhosseini, S.M., Zeighami, E. (2019) Numerical Evaluation of the Behavior of Steel Frames with GypsumBoard Infill Walls, Adv. CivilEng., 2019, 6846139.
  6. Rahmanishamsi, E., Soroushian, S., Maragakis,E.M. (2016) Analytical model for the in-plane seismic performance of cold-formed steel-frame gypsumpartition walls,Earthquake Engineering and Structural Dynamics, 45, pp. 619-634. https://doi.org/10.1002/eqe.2676
  7. Shin, D.H., Kim, H.J. (2020)Macro-Modelling Approach for the In-PlaneCyclicResponse of Cold-Formed Steel Partition Walls, Applied sciences, 10, 8163.