DOI QR코드

DOI QR Code

Evaluation of Extreme Wind Fragility of Balcony Window Systems in Apartments

강풍에 대한 아파트 발코니 창호 시스템의 취약도 평가

  • Received : 2014.09.02
  • Accepted : 2015.03.31
  • Published : 2015.04.30

Abstract

In this paper, the wind fragility is estimated for balcony window systems of the apartment in the multi-story residential building. The wind fragility is defined as the probability of failure of a system over the entire range of wind speeds to which the system could be exposed. In this study, eight prototypes of balcony window systems were selected to estimate their wind fragility using a Monte Carlo simulation, which is the most commonly applied method to develop the wind fragility. All estimated fragility curves were represented by log-normal cumulative distribution parameters; the mean and standard deviation values. With the aim of determining the crucial factors affecting wind fragility, five factors were considered herein: the exposure categories(B, C, and D according to ASCE 7-10), building height, building roof type, unit plan area of the apartment, and increasing internal pressure. The results show that wind fragility is worsened as the exposure category changes from B to D and the building changes from low-rise to high-rise. In terms of roof type, a gable roof is more vulnerable than a flat roof. A gable roof takes a heavier wind load on the wall than a flat roof, because ASCE 7-10 provision specifies lower pressure coefficients for roof angles of less than $10^{\circ}$, such as in flat roof. As unit area of the plan increases, the wind fragility is worsened because of the increasing number of windows. In addition, the probability of window failure is also increased proportionally. In future research, the estimated wind fragility will be validated using post-disaster survey data.

Keywords

Acknowledgement

Grant : 도시 기후·환경 변화 적응을 위한 내풍 방재기술 개발

Supported by : 소방방재청

References

  1. 소방방재청, 2012 재해연보, 소방방재청 중앙재난안전대책본부, 2013
  2. 국토해양부, 건축법 시행령, 2005
  3. 함희정, 이승수, 김호정, 샌드위치패널을 적용한 산업시설물에 대한 강풍취약도 개발, 대한건축학회논문집, 25(12), 2009
  4. 함희정, 이승수, 김호정, 경량 목구조 지붕 쉬딩 시스템에 대한 강풍취약도 평가기법 개발, 한국방재학회, 12(6), 2012
  5. Ellingwood, B.R., Rosowsky, D., Li, Y., and Kim, J.H., Frag ility assessment of light-frame wood construction subjected to wind and earthquake hazards, Journal of Structural Engineering, 130(12), 2004
  6. Lee, K.H. and Rosowsky, D., Fragility assessment for roof sheathing failure in high wind regions, Engineering Structures, 27(6), 2005
  7. Schultz, M., Gouldby, B., and Simm, J., Beyond the Factor of Safety: Developing Fragility Curves to Characterize System Reliability (EREC SR-10-1), US Army Corps of Engineers, 2010
  8. 대한건축학회, 건축구조기준, 기문당, 2010
  9. Ellingwood, B.R., and Tekie, P.B., Wind load statistics for probability-based structural design, Journal of Structural Engineering, 125(4), 1999
  10. ASCE, Minimum Design Loads for Buildings and Other Structures (ASCE 7-10), American Society of Civil Engineers, 2010
  11. Cope, A.D, Predicting the Vulnerability of Typical Residential Buildings to Hurricane Damage, Ph.D. Dissertation, University of Florida, 2004
  12. Lee, S.S., Ham, H.J., and Kim, H.J., Fragility assessment for cladding of industrial buildings subjected to extreme wind, Journal of Asian Architecture and Building Engineering, 12, 2013
  13. AAMA, Maximum Allowable Deflection of Framing Systems for Building Cladding Components at Design Wind Loads. TIRA11-1996, American Architectural Manufacturers Association, 1996
  14. Ang, A. and Tang, W.H., Probability Concepts in Engineering: Emphasis on Applications to Civil and Environmental Engineering, 2nd Edition, Wiley, 2006
  15. FEMA, Multi-hazard Loss Estimation Methodology Hurricane model. Technical Manual, Department of Homeland Security, Washington, D.C., 2010

Cited by

  1. Development of a Method for National Risk Assessment Based on Heavy Rain-induced Multi-Hazard Scenarios vol.18, pp.6, 2018, https://doi.org/10.9798/KOSHAM.2018.18.6.325