Collapse Limit State Fragilities of Wood-Framed Residences from Storm Surge and Waves during Hurricane Ike

Author:

Tomiczek Tori1,Kennedy Andrew2,Rogers Spencer3

Affiliation:

1. Ph.D. Candidate, Dept. of Civil & Environmental Engineering & Earth Sciences, Univ. of Notre Dame, Notre Dame, IN 46556.

2. Associate Professor, Dept. of Civil & Environmental Engineering & Earth Sciences, Univ. of Notre Dame, Notre Dame, IN 46556 (corresponding author).

3. Coastal Construction & Erosion Specialist, North Carolina Sea Grant, UNC-W Center for Marine Science, 5600 Marvin K. Moss Lane, Wilmington, NC 28409.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference40 articles.

1. ADCIRC 50.96 [Computer software]. Chapel Hill NC Univ. of North Carolina at Chapel Hill.

2. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SCI 7-10 New York.

3. Wave Forces on Decks of Offshore Platforms

4. Berg R. (2009). “Tropical Cyclone Report: Hurricane Ike (AL092008) 1-14 September 2008.” Rep. TCR-AL092008 National Oceanographic and Atmospheric Administration Miami.

5. Blake E. S. Kimberlain T. B. Berg R. J. Cangialosi J. P. and Beven J. L. II. (2013). “Tropical cyclone report: Hurricane Sandy (AL182012) 22-29 October 2012.” Rep. TCR-AL182012 National Oceanographic and Atmospheric Administration Miami.

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