Wave Star C5: Wave forces on foundation piles

Morten Kramer, Tom Sten Kristensen

Research output: Book/ReportReportResearch

Abstract

Design pile loads in this document are based on the Morison equation. In Chapter 3 and 4 the background for the design loads provided in Chapter 5 are given. In the remaining chapters from Chapter 6 and onward discussions and explanations of the results are given.

A historical list of activities up to the present revision is given in Appendix A. Calculations of extreme events with wave slamming and plunging wave breaking is included in Appendix B and C.
Original languageEnglish
Place of PublicationAalborg
PublisherDepartment of Civil Engineering, Aalborg University
Number of pages24
Publication statusPublished - 2007
SeriesDCE Contract Reports
Number18

Keywords

  • Wave Star
  • Foundation Piles
  • Waves
  • Wave Load

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