Dual-Objective-Based Tornado Design Philosophy

Author:

van de Lindt John W.1,Pei Shiling2,Dao Thang3,Graettinger Andrew4,Prevatt David O.5,Gupta Rakesh6,Coulbourne William7

Affiliation:

1. George T. Abell Professor in Infrastructure, Colorado State Univ., Civil and Environmental Engineering, Fort Collins, CO 80523 (corresponding author).

2. Assistant Professor, Dept. of Civil and Environmental Engineering, South Dakota State Univ., Brookings, SD 57007.

3. Post Doctoral Scholar, Department of Civil, Construction, and Environmental Engineering, Univ. of Alabama, Tuscaloosa, AL.

4. Associate Professor, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama, Tuscaloosa, AL 35487-0205.

5. Assistant Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL 32611.

6. Professor, Wood Science and Engineering, Oregon State Univ., Corvallis, OR 97331.

7. Director, Wind and Flood Program, Applied Technology Council, Rehoboth Beach, DE 19971.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. American Forest and Paper Association (AFPA). (2001). “Wood frame construction manual for one- and two-family dwellings.” WFCM-01 AFPA Washington DC.

2. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE 7-10 Reston VA.

3. Coulbourne B. (1999). “Midwest tornadoes of May 3 1999: Observations recommendations and technical guidance.” Building performance assessment FEMA Washington DC.

4. Coulbourne W. L. (2008). “Wind speed analysis of Greensburg KS Tornado.” Proc. Structures Congress: Crossing Borders ASCE Reston VA.

5. Datin P. L. and Prevatt D. O. (2009).“Equivalent roof panel wind loading for full-scale sheathingtesting.” Proc. 11th Americas Conf. on Wind Engineering American Association for Wind Engineering Fort Collins CO.

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