Nonlinear Time-Domain Simulation of a Land-Based Oscillating Water Column
Author:
Affiliation:
1. Assistant Professor, School of Naval Architecture and Ocean Engineering, Univ. of Ulsan, Ulsan, Korea (corresponding author).
2. Professor, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Ocean Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WW.1943-5460.0000051
Reference27 articles.
1. Alves M. and Sarmento A. (2005). “Non-linear and viscous diffraction response of OWC wave power plants.” Proc. 6th European Wave and Tidal Energy Conf. Univ. of Strathclyde Glasgow U.K. 11–17.
2. Wave absorbing system using inclined perforated plates
3. Ocean Wave Energy
4. Wave-power absorption by systems of oscillating surface pressure distributions
5. Falcão A. F. d. O. (2000). “The shoreline OWC wave power plant at the Azores.” Proc. 4th European Wave Energy Conf. Aalborg Univ. Denmark 42–47.
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