Journal of the Architectural Institute of Korea Structure & Construction (대한건축학회논문집:구조계)

Architectural Institute of Korea (대한건축학회)
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Experimental Investigation of a Damping Shear Wall System Considering Aftershocks and the Size of the Main Shocks

본진의 크기와 여진을 고려한 전단벽 제진시스템에 관한 실험적 연구

  • Received : 2012.04.10
  • Published : 2012.08.25
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Abstract

A new damping shear wall system is proposed to improve the seismic performance of building structures. A steel damper in the proposed damping system is installed in the bottom slit horizontally of the shear wall aiming to dissipate energy during earthquakes and prevent damage of the structure, which could not only provide good seismic performance but could also easily repaired after an earthquake. The main feature of this system is that plastic deformation is limited to the steel dampers at the bottom of walls. The seismic performance of the proposed damping system was verified through cyclic tests of seven full-scale wall structures that had steel dampers. Tests were conducted to simulate the effect of aftershocks which can cause additional damage to already weakened structures after an earthquake. Based on the test results, the cyclic performance of damping shear wall systems was discussed with emphasis on the energy dissipation capacity.

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References

  1. Pan, C. and Weng, D.(2011), Study on seismic performance of coupled shear walls with vertical dampers, Advanced Materials Research, Vol.163-167, pp.4185-4193
  2. 오상훈, 김창록, 금동성, 이정복, 오형창 (2006) Hi Remodeling, 구미서관
  3. Soong, T. T. and Dargush, G. F.(1997), Passive energy dissipation systems in structural engineering, John Wiley & Sons
  4. Benavent-Climent, A., Morillas, L. and Vico, J.M. (2011) A study on using wide-flange section web under out-of-plane flexure for passive energy dissipation, Earthquake Engineering and Structural Dynamics, Vol.40, Issue 5, pp.473-490 https://doi.org/10.1002/eqe.1031
  5. Bergman, D.M., Goel, S.C. (1987) Evaluation of cyclic testing of steel plate devices for added damping and stiffness, Report UMCE87-10, University of Michigan, Ann Arbor, MI
  6. Tsai, K., Chen, H., Hong, C., Su, Y. (1993) Design of steel triangular plate energy absorbers for seismic-resistant construction, Earthquake Spectra, Vol.9, No.3, pp.505-528 https://doi.org/10.1193/1.1585727
  7. Benavent-Climent, A., Oh, S.H., Akiyama, H. (1998), Ultimate energy absorption capacity of slit-type steel plates subjected to shear deformations, J. of Structural and Construction Engineering, Vol.503, pp.139-147
  8. 안태상, 김영주, 박진화, 김형근, 장동운, 오상훈 (2012), 건물 의 내진보강을 위한 캔틸레버타입 강재댐퍼의 실험, 한국강구조학회논문집, 제24권 2호, pp.149-162
  9. Pall, A. and Pall, T.(2004), Performance-based design using pall friction dampers- an economical design solution, 13th World Conference on Earthquake Engineering, Paper No. 1955, Vancouver, B.C., Canada
  10. AIK (2009), 건축구조기준 및 해설(KBC 2009), 대한건축학회
  11. ASCE (2010), Minimum Design Loads for Buildings and Other Structures(ASCE/SEI 7-10), American Society of Civil Engineers