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Seismic Recentering Effects of Chevron Braced Steel Frames With SMA

SMA 적용 역V형 가새골조의 내진 원상복원 효과

  • Received : 2020.06.30
  • Accepted : 2020.07.27
  • Published : 2020.09.15

Abstract

This paper presents a systematic numerical analysis to obtain the re-centering and energy dissipation capacities of Chevron braced steel frames subjected to seismic loadings. In order to develop a recentering seismic resistance system excluding a residual deformation, the chevron braced steel frames are assembled using super-elastic SMA (Shape Memory Alloy) braces. The three-dimensional nonlinear finite element models are constructed to investigate the horizontal stiffness, hysteretic behaviors, and failure modes of the re-centering Chevron bracing system.

Keywords

References

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