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Seismic Retrofitting Effects of General Hospital Using Self-Centering Energy Dissipative Bracing System

자기복구형 에너지소산 가새시스템을 적용한 종합병원의 내진보강효과

  • Kim, Taewan (Department of Architectural Engineering, Kangwon National University) ;
  • Chu, Yurim (Department of Architectural Engineering, Kangwon National University) ;
  • Bhandari, Diwas (Department of Architectural Engineering, Kangwon National University)
  • Received : 2019.03.04
  • Accepted : 2019.03.19
  • Published : 2019.05.01

Abstract

2016 Gyeongju and 2017 Pohang earthquakes led Koreans to acknowledge that the Korean peninsula is not an earthquake-free zone anymore. Among various buildings crucial to after-shock recovery, general hospital buildings, especially existing old ones, are very significant so seismic retrofitting of those must be an important issue. Self-centering energy dissipative(SCED) brace is one of retrofitting methods, which consists of tendon with restoring force and friction device capable of dissipating seismic energy. The strength of the SCED brace is that the tendon forces a structure to go back to the original position, which means residual drift can be negligible. The residual drift is a very important parameter to determine usableness of general hospitals after shock. To the contrary, buckling-restrained braces(BRB) are also a very effective way to retrofit because they can resist both compressive and tensile, but residual drift may exist when the steel core yields. On this background, the seismic retrofitting effect of general hospitals reinforced with SCED braces was investigated and compared to that of the BRD in this study. As a result, although the floor acceleration cannot be reduced, the story drift and residual drift, and the shear demand of walls significantly decreased. Consequently, seismic retrofitting by SCED braces are very effective for domestic low-rise general hospitals.

Keywords

References

  1. Korea Meteorological Administration, List of domestic earthquakes [Internet], [cited 2019 Feb 18]. Available from : http://www.weather.go. kr/weather/earthquake_volcano/domesticlist.jsp
  2. KIPA. 2017 Winter KIPA News letter, The Korea Institute of Public Administration. Seoul. c2017.
  3. Kim SD, Kim JK, Oh MH. Introduction and application of bucklingrestrained brace. Review of Architecture and Building Science. 2005;49(8):124-126.
  4. Black C, Makris N, Aiken I. Component testing, stability analysis and characterization of buckling restrained unbonded braces, Report No. PEER-2002/08: PEERC, University of California at Berkeley. California. c2002.
  5. Christopoulos C, Tremblay R, Kim HJ, Lacerte M. Self-centering energy dissipative bracing system for the seismic resistance of structures. Journal of Structural Engineering. 2008;134(1):96-107. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(96)
  6. Tremblay R, Lacerte M, Christopoulos C. Seismic response of multistory buildings with self-centering energy dissipative steel braces. Journal of Structural Engineering. 2008;134(1):108-120. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(108)
  7. Dong H, Du X, Han Q, Hao H, Bi K, Wang X. Performance of an innovative self-centering buckling restrained brace for mitigating seismic responses of bridge structures with double-column piers. Engineering Structures. 2017;148:47-62. https://doi.org/10.1016/j.engstruct.2017.06.011
  8. Kim JK, Choi HH. Inelastic seismic response of asymmetric-plan self-centering energy dissipative braced frames. Journal of the Earthquake Engineering Society of Korea. 2008;12(4):35-44. https://doi.org/10.5000/EESK.2008.12.4.035
  9. Kim TW, Chu YR, Kim SR. Seismic performance evaluation of a mid-rise general hospital. EESK J. Earthquake Eng. 2017 September; 21(5):245-254.
  10. Kim TW, Kim SR, Chu YR, Bhandari D. Seismic performance evaluation of acceleration-sensitive medical and mechanical equipments in general hospitals. EESK J. Earthquake Eng. 2018 May; 22(4):235-244.
  11. CSI. Perform-3D, Nonlinear analysis and performance assessment for 3D structures, user guide version 6. Berkeley. CA: Computers and Structures Inc.
  12. Erochko J. Improvements to the design and use of post-tentioned self-centering energy-dissipative (SCED) braces. Ph.D thesis. University of Toronto. c2013.
  13. Le Bec A, Tremblay R, Erochko J, Christopoulos C. Modelisation du Comportement d'une Diagonale de Contreventement SCED avec le Logiciel d'Analyse Structurale SAP2000. (Rapport No. GRS SR10-02). Montreal: Ecole Polytechnique de Montreal, Departement des genies civil, geologique et des mines, (Publication No. 2010-05). Toronto: University of Toronto Department of Civil Engineering. c2010.
  14. EESK. Guidelines for seismic evaluation of existing buildings. c2018.
  15. Kim DH, Kim TW, Chu YR. Collapse probability of a low-rise piloti-type building considering domestic seismic hazard. EESK J Earthquake Eng. 2016 Dec;20(7):485-494.
  16. Pacific Earthquake Engineering Research(PEER) Center. Peer strong motion database [Internet]. Available from: http://ngawest2.berkeley.edu
  17. Korea Construction Standards Center (KCSC). KDS 41 30 00 : c2018.