Performance of Wood-Frame Structures during Hurricane Katrina

Author:

van de Lindt John W.12345,Graettinger Andrew12345,Gupta Rakesh12345,Skaggs Thomas12345,Pryor Steven12345,Fridley Kenneth J.12345

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Colorado State Univ., Mail Stop 1372, Fort Collins, CO 80523-1372 (corresponding author). E-mail: jwv@engr.colostate.edu

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alabama, Box 870205, Tuscaloosa, AL 35487-0205.

3. Associate Professor, Dept. of Wood Science and Engineering, Oregon State Univ., 114 Richardson Hall, Corvallis, OR 97331-5751.

4. Technical Services Senior Engineer, APA-The Engineered Wood Association, 7011 So. 19th St., Tacoma, WA 98466.

5. Building Systems Research and Development Manager, Simpson Strong-Tie, Suite 400, 4120 Dublin Blvd., Dublin, CA, 94568.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE 7-05 Reston Va.

2. Blake E. S. Jarrell J. D. Rappaport E. N. and Landsea C. W. (2005). “The deadliest costliest and most intense hurricanes from 1851 to 2004 (and other frequently requested hurricane facts).” Technical Memorandum No. NWS TPC 4 National Oceanic and Atmospheric Administration.

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