Estimating the 3-Second Gust on Rooftops of Residential and Low-rise Buildings during a Hurricane

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Prof. S. A. Hsu
Prof. S. A. Hsu
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S. A. Hsu
S. A. Hsu
α Louisiana State University Louisiana State University

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Estimating the 3-Second Gust on Rooftops of Residential and Low-rise Buildings during a Hurricane

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Abstract

After the passage of a hurricane numerous infrastructures suffer water and wind damages. From engineering meteorology viewpoint, many cases are related to the impact of the wind on a roof. In order to estimate the wind speed on a roof, the three second gust is employed according to ASCE-7 for the wind load analysis. However, since there is no 3-s gust measurement on a roof, constant disputes occur as to who is liable to pay for the damages. After a brief review of recent literature, this technical note provides a methodology to resolve these disputes objectively. The formula is verified by full-scale field measurements during Hurricanes Frances and Ivan. Furthermore, in order to help engineers and contractor estimate the 3-s gust on the rooftop, methods are provided so that the needed 3-s gust can be computed from wind speed measurement available routinely from airports.

References

11 Cites in Article
  1. L Aponte-Bermudez,K Gurley,T Reinhold (2006). Hurricane wind loads on Residential Structures: Full-Scale Measurements and Analysis from 2004 and2005.
  2. L Avila,J Cangialosi (2011). Tropical Cyclone Report, Hurricane Irene(AL092011).
  3. A Christen,M Rotach,R Vogt (2009). The Budget of Turbulent KineticEnergy in the Urban Roughness Sublayer.
  4. Jay Crandell,William Farkas,James Lyons,William Freeborne (2000). Near-ground wind and its characterization for engineering applications.
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  8. S Hsu (2008). Estimating 3-second and Maximum Instantaneous Gusts from1-minute Sustained wind Speeds during a Hurricane.
  9. Peter Irwin (2006). Exposure Categories and Transitions for Design Wind Loads.
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  11. John Schroeder,Douglas Smith (1999). Hurricane Bonnie wind flow characteristics as determined from WEMITE.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Prof. S. A. Hsu. 2013. \u201cEstimating the 3-Second Gust on Rooftops of Residential and Low-rise Buildings during a Hurricane\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 13 (GJRE Volume 13 Issue E5): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Version of record

v1.2

Issue date

August 2, 2013

Language
en
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After the passage of a hurricane numerous infrastructures suffer water and wind damages. From engineering meteorology viewpoint, many cases are related to the impact of the wind on a roof. In order to estimate the wind speed on a roof, the three second gust is employed according to ASCE-7 for the wind load analysis. However, since there is no 3-s gust measurement on a roof, constant disputes occur as to who is liable to pay for the damages. After a brief review of recent literature, this technical note provides a methodology to resolve these disputes objectively. The formula is verified by full-scale field measurements during Hurricanes Frances and Ivan. Furthermore, in order to help engineers and contractor estimate the 3-s gust on the rooftop, methods are provided so that the needed 3-s gust can be computed from wind speed measurement available routinely from airports.

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Estimating the 3-Second Gust on Rooftops of Residential and Low-rise Buildings during a Hurricane

S. A. Hsu
S. A. Hsu

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