Please wait a minute...
Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Front. Struct. Civ. Eng.  2010, Vol. 4 Issue (3): 326-330   https://doi.org/10.1007/s11709-010-0067-5
  Research articles 本期目录
Windborne debris damage prediction analysis
Windborne debris damage prediction analysis
Fangfang SONG1,Jinping OU2,
1.Department of Urban & Civil Engineering, Harbin Institute of Technology Shenzhen Graduate School, Shenzhen 518055, China; 2.Department of Urban & Civil Engineering, Harbin Institute of Technology Shenzhen Graduate School, Shenzhen 518055, China;School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China;
 全文: PDF(262 KB)  
Abstract:Windborne debris is one of the most important causes of the envelop destruction according to the post-damage investigations. The problem of windborne debris damage could be summarized as three parts, including windborne debris risk analysis, debris flying trajectories, and impact resistance of envelope analysis. The method of debris distribution is developed. The flying trajectories of compact and plate-like debris are solved by using a numerical method according to the different aerodynamic characteristics. The impact resistance of the envelopes is also analyzed. Besides, the process of windborne debris damage analysis is described in detail. An example of industrial building is given to demonstrate the whole method by using the observed data of typhoon Chanchu (2006). The method developed in this paper could be applied to risk assessment of windborne debris for structures in wind hazard.
Key wordstyphoon    windborne debris    structural envelopes    damage estimation
出版日期: 2010-09-05
 引用本文:   
. Windborne debris damage prediction analysis[J]. Front. Struct. Civ. Eng., 2010, 4(3): 326-330.
Fangfang SONG, Jinping OU, . Windborne debris damage prediction analysis. Front. Struct. Civ. Eng., 2010, 4(3): 326-330.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-010-0067-5
https://academic.hep.com.cn/fsce/CN/Y2010/V4/I3/326
Minor J E. Lessons learned from failures of the building envelopein windstorms. Journal of ArchitecturalEngineering, 2005, 11(1): 10―13

doi: 10.1061/(ASCE)1076-0431(2005)11:1(10)
Wills J A B, Lee B E. Vulnerabilityof fully glazed high-rise buildings in tropical cyclones. Journal of Architectural Engineering, 2002, 8(2): 42―48

doi: 10.1061/(ASCE)1076-0431(2002)8:2(42)
Lin N, Holmes J D, Letchford C W. Trajectories of wind-bornedebris in horizontal winds and applications to impact testing. Journal of Structural Engineering, 2007, 133(2): 274―282

doi: 10.1061/(ASCE)0733-9445(2007)133:2(274)
Wills J A B, Lee B E, Wyatt T A. A model of wind-borne debris damage. Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90(4―5): 555―565

doi: 10.1016/S0167-6105(01)00197-0
Tachikawa M. Trajectories of flat plates in uniform flow with applicationsto wind-generated missiles. Journal ofWind Engineering and Industrial Aerodynamics, 1983, 14(1―3): 443―453
Holmes J D. Trajectories of spheres in strong winds with applicationto wind-borne debris. Journal of Wind Engineeringand Industrial Aerodynamics, 2004, 92(1): 9―22

doi: 10.1016/j.jweia.2003.09.031
Vickery P J, Lin J, Skerlj P F, Twisdale L A, Huang K. HAZUS-MH Hurricane modelmethodology. I: Hurricane hazard, terrain, and wind load modeling. Natural Hazards Review, 2006, 7(2): 82―93

doi: 10.1061/(ASCE)1527-6988(2006)7:2(82)
Behr R A, Minor J E. A surveyof glazing system behavior in multi-story buildings during HurricaneAndrew. Structural Design of Tall Buildings, 1994, 3(3): 143―161

doi: 10.1002/tal.4320030302
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed