Nonlinear Random Motion Analysis of Coupled Heave-pitch Motions of a Spar Platform Considering 1st-order and 2nd-order Wave Loads

In this study, we consider first- and second-order random wave loads and the effects of time-varying displacement volume and transient wave elevation to establish motion equations of the Spar platform’s coupled heave-pitch. We generated random wave loads based on frequency-domain wave load transfer functions and the Joint North Sea Wave Project (JONSWAP) wave spectrum, designed program codes to solve the motion equations, and then simulated the coupled heave-pitch motion responses of the platform in the time domain. We then calculated and compared the motion responses in different sea conditions and separately investigated the effects of second-order random wave loads and transient wave elevation. The results show that the coupled heave-pitch motion responses of the platform are primarily dominated by wave height and the characteristic wave period, the latter of which has a greater impact. Second-order mean wave loads mainly affect the average heave value. The platform’s pitch increases after the second-order low frequency wave loads are taken into account. The platform’s heave is underestimated if the transient wave elevation term in the motion equations is neglected.

  • Record URL:
  • Availability:
  • Supplemental Notes:
    • Copyright © 2016, Harbin Engineering University and Springer-Verlag Berlin Heidelberg. The contents of this paper reflect the views of the author[s] and do not necessarily reflect the official views or policies of the Transportation Research Board or the National Academy of Sciences.
  • Authors:
    • Liu, Shuxiao
    • Tang, Yougang
    • Li, Wei
  • Publication Date: 2016-6

Language

  • English

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 01600605
  • Record Type: Publication
  • Files: TRIS
  • Created Date: May 17 2016 11:37AM