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Seismic Performance Evaluation of Acceleration-sensitive Medical and Mechanical Equipments in General Hospitals

가속도에 민감한 종합병원 의료 및 기계설비의 내진성능 평가

  • Kim, Taewan (Department of Architectural Engineering, Kangwon National University) ;
  • Kim, Seung Re (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 : 2017.12.22
  • Accepted : 2018.04.06
  • Published : 2018.05.01

Abstract

The main function of the general hospital building is to provide medical facilities and service. However, damage to the non-structural elements such as architectural, medical, mechanical and other components will interrupt those functions after the earthquake. Especially, it is considered that, damage to the non-structural elements is a serious event because it is directly associated with the lives of patients. Therefore, this study evaluated whether the certain non-structural elements of general hospital building has the seismic performance to provide hospital medical services after the earthquake. The evaluation is conducted by selecting the non-structural elements used in general hospital which are sensitive to acceleration, such as cooling towers, air handler, MRI and CT. As a result, the non-structural elements located on the upper floor without suitable support method did not meet the performance objective. Therefore, adequate anchorage against the seismic event is required for such non-structural elements that are acceleration-sensitives.

Keywords

References

  1. Pohang city hall. 11. 15 Eathquake damage investigation and damage control. Pohang City Disaster Safety Countermeasures Headquarters, Pohang, Korea. c2017.
  2. AIK. KBC 2016. Korean building code-structural. Seoul, Korea; code-structural. c2016.
  3. ASCE. Minimum design loads for buildings and other structures (ASCE/ SEI 7-10). American Society of Civil engineers, Reston, Virginia. c2010.
  4. Huang W, Toranzo-Dianderas LA, Reynolds AD, Gacan JR, Wallace JW. A case study of performance-based seismic evaluation and retrofit of an existing hospital building in california, US, the 14th World Conference on Earthquake Engineering. Beijing, China. c2008.
  5. FEMA 577. Risk management series design guide for improving hospital safety in earhquakes, Floods, and High Winds. Federal Emergency Management Agency, Washington, D.C. c2007.
  6. CBC. California building code (california code of regulations, title 24). Part 1 [Internet]. Available from : https://codes.iccsafe.org/ public/document/details/toc/651.
  7. CBC. California building code (california code of regulations, title 24). Part 2, Volume 1 [Internet]. Available from : https://codes. iccsafe.org/public/document/details/toc/653.
  8. CBC. California building code (california code of regulations, title 24). Part 2, Volume 2 [Internet]. Available from : https://codes. iccsafe.org/public/document/details/toc/655.
  9. Ministry of Health and Welfare. Ministry of health and welfare notice No. 2016-201.
  10. Kim NH, Hong SG. Preliminary study on the enhancement of seismic performance of korea hospital buildings. Earthquake Engineering Society of Korea. 2016 Dec;20(7):510-516.
  11. ASCE. Seismic evaluation and retrofit of existing buildings (ASCE/ SEI 41-13). American Society of Civil engineers, Reston, Virginia. c2013.
  12. Ministry of public safety and security. Commentary of Seismic Design Code of Fire Facilities. Korea. c2016.
  13. KCI. KCI 2012. Concrete design code of Korea. Korea Concrete Institute, Seoul, Korea. c2012.
  14. Elena loredna Deladi. Static friction in rubber-metal contacts with application to rubber pad forming processes. University of Twente, Netherlands, c2006.
  15. Kim TW, Chu YR, Kim SR. Seismic performance evaluation of a mid-rise general hospital building. Earthquake Engineering Society of Korea. 2017 Sept;21(5):245-254. https://doi.org/10.5000/EESK.2017.21.5.245
  16. Pacific earthquake engineering research (PEER) center. PEER Strong Motion Database [Internet]. Available from: http://ngawest2berkeley.edu