Critical Equivalent Wind Speeds for Overturning and Roof Blow-off of 2-StoryWooden Houses
Rei Okada*, Yukio Tamura**, Masahiro Matsui**,
and Akihito Yoshida**
*Wind Engineering Research Center, Tokyo Polytechnic University, 1583, Iiyama, Atsugi, Kanagawa 243-0297, Japan
**Department of Architecture, Tokyo Polytechnic University, 1583, Iiyama, Atsugi, Kanagawa 243-0297, Japan
-  Japan Meteorological Agency, “Brief Report of field survey on the damage due to tornado occured in Joso city and Tsukuba city, Ibaraki Prefecture in March 6th , 2012” (in Japanese), http://www.data.jma.go.jp/obd/stats/data/bosai/tornado/2012050603/ref01.pdf [accessed July 16, 2012]
-  J. D. Holmes, C. J. Baker, and Y. Tamura, “Tachikawa number: A proposal,” Journal of Wind Engineering and Insudtrial Aerodynamics, Vol.94, pp. 41-47, 2006.
-  H. Takeuchi, J.Maeda, and H. Kawashita, “The Overshoot of Aerodynamic Forces on a Railcar-Like Body under Step-Function-Like GustyWinds,” BBAAVI International Colloquium on: Bluff Bodies Aerodynamics & Applications Milano, Italy, pp. 20-24, July 2008.
-  Japan Housing and Wood Technology Center, “Allowable Stress Design Method of Conventional Post and Beam Structure,” 2008 (in Japanese).
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