Encounter Probability of Significant Wave Height

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Abstrakt

The determination of the design wave height (often given as the significant wave height) is usually based on statistical analysis of long-term extreme wave height measurement or hindcast. The result of such extreme wave height analysis is often given as the design wave height corresponding to a chosen return period. Sometimes confidence band of the design wave height is also given in order to include sample variability and measurement/hindcast error.
OriginalsprogEngelsk
UdgivelsesstedAalborg
UdgiverDepartment of Mechanical Engineering, Aalborg University
Antal sider20
StatusUdgivet - 1998

Bibliografisk note

Submitted to Coastal Engineering

Emneord

  • Encounter Probability
  • Statistical Vagrancy
  • Hindcast Error
  • Coastal Structures
  • Design Wave Height
  • Structure Lifetime
  • First Order Reliability Method
  • FORM

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