Contribution of Trapped Air, Deck Superelevation, and Nearby Structures to Bridge Deck Failure during a Tsunami
Author:
Affiliation:
1. Associate Professor, International Research Institute of Disaster Science, Tohoku Univ., Sendai 980-8579, Japan (corresponding author).
2. Professor Emeritus of Kobe Univ., Construction Engineering Research Institute, Kobe 657-0038, Japan.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0000855
Reference17 articles.
1. Applied Technology Council. (2008). “Guidelines for design of structures for vertical evacuation from tsunamis.” Rep. FEMA P646 of the Federal Emergency Management Administration FEMA Washington DC.
2. Characteristics of horizontal and vertical tsunami force acting on a bridge beam;Araki S.;Coastal Eng.,2010
3. Bricker J. Takagi H. and Mitsui J. (2013). “Turbulence model effects on VOF analysis of breakwater overtopping during the 2011 Great East Japan Tsunami.” Proc. 2013 IAHR World Congress International Association for Hydro-Environment Engineering and Research (IAHR) Madrid Spain.
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