DOI QR코드

DOI QR Code

A Preliminary Design Procedure for Seismic Retrofit Using Hysteretic Dampers

이력형 감쇠장치를 이용한 내진보강 예비설계절차

  • Jeong, Gook-ki (Department of Architectural Engineering, Hanyang University) ;
  • Yu, Eunjong (Department of Architectural Engineering, Hanyang University)
  • 정국기 (한양대학교 건축공학과) ;
  • 유은종 (한양대학교 건축공학과)
  • Received : 2021.10.13
  • Accepted : 2021.12.21
  • Published : 2022.03.01

Abstract

The use of dampers is being considered a means to improve the seismic performance of buildings. It may take considerable time and effort to find an optimal design solution since repeated three-dimensional nonlinear time history analyses are required. Therefore, a preliminary design procedure for seismic retrofit using hysteretic dampers was proposed in this study. In the proposed procedure, the amount of retrofit (required number of dampers) is estimated from the capacity curve of the building before retrofit and allowable story drift of the building. In combining the capacity curves of the building and the dampers, the deformation demand for the dampers can be easily checked against their deformation capacity. The equations to transform the device displacement to roof displacement for the combination of capacity curves are developed. The proposed procedure was applied to the seismic retrofit design of sample buildings. The study found that the estimated capacity curve was very close to the actual capacity curve obtained from the pushover analysis, which can determine an appropriate configuration to meet the required seismic performance.

Keywords

References

  1. KDS 41 17 00. Seismic building design code. KCSC. c2019.
  2. ASCE/SEI 7-16. Minimum design loads and associated criteria for buildings and other structures. ASCE. c2017.
  3. Seismic Building Design Code and Commentary(KBC). AIK. c2019.
  4. Park SE, Park MH, Kim JK. Optimum of Damper Position for Steel Frame Structure on Seismic Design. KSIC. 2009;12(4):187-192.
  5. Lee SH, Min KW, Lee R, Lee HG, Sung KG, Kim DK. Preliminary design procedure of Mr dampers for controlling seismic response of building structures. In: Electrorheological Fluids and Magnetorheological Suspensions (ERMR 2004). WORLD SCIENTIFIC; c2005.
  6. Roh JE, Lee SH. Preliminary design procedure for practical application of dampers using earthquake response spectrum. J Earthq Eng Soc Korea. 2019;23(2):109-117. https://doi.org/10.5000/EESK.2019.23.2.109
  7. FEMA356. Federal emergency management agency. FEMA. c2000.
  8. Go CG, Sui CH, Shih MH, Sung WP. A linearization model for the Displacement Dependent Semi-active Hydraulic Damper. J Vib Control. 2010;16(14):2195-214. https://doi.org/10.1177/1077546309349433
  9. Connor JJ, Wada A, Iwata M, Huang YH. Damage-controlled structures. I: Preliminary design methodology for seismically active regions. J Struct Eng (NY). 1997;123(4):423-431. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:4(423)
  10. Moon KS. Vertically distributed multiple tuned mass dampers in tall buildings: performance analysis and preliminary design. Struct Des Tall Spec Build [Internet]. 2009; Available from: http://dx.doi.org/10.1002/tal.499
  11. Teran-Gilmore A, Virto-Cambray N. Preliminary design of low-rise buildings stiffened with buckling-restrained braces by a displacement-based approach. Earthq Spectra. 2009;25(1):185-211. https://doi.org/10.1193/1.3054638
  12. Liu W, Tong M, Lee GC. Simple procedure for preliminary design of structural damper. In Proc. 13th World Conference on Earthquake Engineering. c2004.
  13. Kim J, Choi H, Min KW. Performance-based design of added viscous dampers using capacity spectrum method. J Earthq Eng. 2003;7(1):1-24. https://doi.org/10.1080/13632460309350439
  14. Xiao Y, Zhou Y, Huang Z. Efficient direct displacement-based seismic design approach for structures with viscoelastic dampers. Structures. 2021;29:1699-1708. https://doi.org/10.1016/j.istruc.2020.12.067
  15. ATC 40. Seismic evaluation and retrofit of concrete buildings. ATC. c1996.
  16. ASCE 41-17. Seismic evaluation and retrofit of existing buildings. ASCE. c2017.
  17. Guidelines for evaluating seismic performance of existing facilities (buildings). KISTEC. c2019.
  18. Evaluation of seismic performance and reinforcement manuals for school facilities. MOE. c2019.
  19. OpenSees 3.3.0. Open System for Earthquake Engineering Simulation. Available from: https://opensees.berkeley.edu
  20. STKO. Scientific Toolkit for OpenSees. Available from: https://asdeasoft.net/?product-stko
  21. OpenSeesWiki. Available from: https://opensees.berkeley.edu/wiki