An estimate of tornado loads on a wood-frame building using database-assisted design methodology

Author:

Roueche David B.,Prevatt David O.,Haan Fred L.,Datin Peter L.

Funder

National Science Foundation

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference28 articles.

1. Quantitative insight into rational tornado design wind speeds for residential wood-frame structures using fragility approach;Amini;J. Struct. Eng.,2013

2. City of Moore, OK, 2014. Updated Building Code Fact Sheet. Available: (http://www.cityofmoore.com/sites/default/files/main-site/2014-building-code-update-fact-sheet.pdf (accessed 20.9.14).

3. Datin, P.L. 2010. Structural Load Paths in Low-rise, Wood-framed Structures (Doctoral dissertation). Civil and Coastal Engineering, University of Florida, Gainesville, FL.

4. Davenport, A.G. D. Surry, T. Stathopoulos, 1978. Wind Loads on Low Rise Buildings: Final Report of Phase III, Boundary-layer Wind Tunnel Report Number BLWT-SS8-1978, University of Western, Ontario.

5. Fleming, M.R. F.L. Haan, P.P. Sarkar, 2013. Turbulent structure of tornado boundary layers with translation and surface roughness. In: Presented at the 12th Americas Conference on Wind Engineering, Seattle, WA, USA.

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