Theoretical analysis of wave impact forces on platform deck structures

AuthorSearch for: ; Search for: ; Search for:
Conference14th International Conference on Offshore Mechanics and Arctic Engineering, 18-22 June 1995, Copenhagen, Denmark
Subjectwave impact; deck structures; theory
AbstractA description is given of the theoretical analysis procedures used to predict the wave impact forces acting on offshore platform deck structures in large incident waves. Both vertical and horizontal plane forces are considered, in terms of the different type elements that make up such strauctures and the type of hydrodynamic force mathematical models used to represent the basic forces. Effects of wave surface nonlinearity (including kinematics), deck material porosity, and velocity blockage and shielding are considered in the analysis, which also includes a physical explanation of various observed phenomena.
Publication date
AffiliationNRC Institute for Ocean Technology; National Research Council Canada
Peer reviewedNo
NRC number5722
NPARC number8895952
Export citationExport as RIS
Report a correctionReport a correction
Record identifier18f921ab-6f8b-41af-a6ea-3d74197ec35c
Record created2009-04-22
Record modified2016-05-09
Bookmark and share
  • Share this page with Facebook (Opens in a new window)
  • Share this page with Twitter (Opens in a new window)
  • Share this page with Google+ (Opens in a new window)
  • Share this page with Delicious (Opens in a new window)
Date modified: