For purposes of preliminary analysis and design, a relatively simple form for estimating dynamic response of bottom-founded deepwater structures is developed. The structural system is assumed to be linear and the sea state is assumed to be two-dimensional. Structural motion is assumed to be small in computing wave loading. The simple response algorithm has the property of providing a mechanism for the efficient introduction of probabilistic design theory. Reliability estimates can be performed relative to each mode of structural failure. Statistical information on all design factors such as ocean wave heights and frequencies of occurrence of sea states, wave forces on structures, soil strengths, and material and joint strengths can easily be treated without resorting to Monte Carlo techniques.

  • Corporate Authors:

    American Society of Civil Engineers

    345 East 47th Street
    New York, NY  United States  10017-2398
  • Authors:
    • Wirsching, P H
    • Prasthofer, P H
  • Publication Date: 1976-7

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00170179
  • Record Type: Publication
  • Source Agency: British Ship Research Association
  • Files: TRIS
  • Created Date: Mar 7 1978 12:00AM