Journal of Korean Association for Spatial Structures (한국공간구조학회논문집)

Korean Association for Spatial Structures (한국공간구조학회)
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An Analytical Study on the Performance of Buckling Restrained Brace Reinforced with Steel Plate

강판으로 보강된 비좌굴가새의 성능에 대한 해석적 연구

  • Kim, Dae-Hong (Department of Architecture, Seoul National University of Science and Technology) ;
  • Kim, Hyeok-Soo (Department of Architecture, Seoul National University of Science and Technology) ;
  • Yoo, Jung-Han (School of Architecture, Seoul national university of Science and Technology)
  • 김대홍 (서울과학기술대학교 건축과) ;
  • 김혁수 (서울과학기술대학교 건축과) ;
  • 유정한 (서울과학기술대학교 건축학부)
  • Received : 2022.02.28
  • Accepted : 2022.03.10
  • Published : 2022.03.15
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Abstract

In this paper, based on the finite element analysis model verified in previous studies, a new model of a buckling restrained brace reinforced with a steel plate was proposed. A design formula was proposed for the new model to dissipate energy without buckling the steel core under load protocol, and the performance of the model satisfying the design formula was evaluated by comparing it with the previous model through the results of hysteresis loop, bi-linear curve, cumulative energy dissipation capacity, and equivalent viscous damping.

Keywords

Acknowledgement

이 논문은 서울과학기술대학교 교내연구비의 지원으로 수행되었습니다.

References

  1. Alemayehu, R. W., Kim, Y., Bae, J., & Ju, Y. K., "Cyclic load test and finite element analysis of NOVEL buckling-restrained brace", Materials, Vol.13, No.22, pp.5103, 2020. https://doi.org/10.3390/ma13225103
  2. Tong, J. Z., & Guo, Y. L., "Numerical investigations on elastic buckling and hysteretic behavior of steel angles assembled buckling-restrained braces", Journal of Constructional Steel Research, Vol. 144, pp. 21~39, 2018. https://doi.org/10.1016/j.jcsr.2018.01.015
  3. Shen, J., Seker, O., Sutchiewcharn, N., & Akbas, B., "Cyclic behavior of buckling-controlled braces", Journal of Constructional Steel Research, Vol. 121, pp 110~125, 2016. https://doi.org/10.1016/j.jcsr.2016.01.018
  4. Kim, D. H., & Yoo, J. H., "Finite Element Model Verification of Buckling Restrained Brace With Nonlinear Behavior", Journal of the Korean Association for and Spatial Structures, Vol. 21, No. 2, pp. 81~88, 2021.
  5. KDS 41 31 00, Korean Design Standard, Korea Construction Standard Center, 2019.
  6. AISC, "Seismic provisions of structural steel buildings", ANSI/AISC 341-16, 2016.
  7. Fujimoto, M., Wada, A., Saeki, E., Takeuchi, T., & Watanabe, A., "Development of unbonded brace", Quarterly Column, Vol. 155, No. 1, pp. 91~96, 1990.