INTERACTION OF OCEAN WAVES WITH FLOATING PLATE

The plate is anchored to the ocean floor by taut cables. The excitation is due to either regular waves or random waves generated by high winds. The formulation is that of boundary value problems in which the structure and the ocean are treated as an integral system and the effects of wave diffractions and wave structure interaction are properly considered. The response analysis is performed in the frequency domain.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/07339399
• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Wen, Y K
• Publication Date: 1974-4

Media Info

• Features: References;
• Pagination: p. 375-395
• Serial:
  • Journal of Engineering Mechanics
  • Volume: 100
  • Issue Number: EM2
  • Publisher: American Society of Civil Engineers
  • ISSN: 0733-9399
  • EISSN: 1943-7889
  • Serial URL: http://ascelibrary.org/journal/jenmdt

Subject/Index Terms

• TRT Terms: Force; Ocean waves; Offshore platforms; Structural plates; Vibration; Waves; Wind waves
• Old TRIS Terms: Floating platforms; Irregular waves; Plate vibration; Wave effects; Wave forces on structures
• Subject Areas: Bridges and other structures; Design; Marine Transportation; Terminals and Facilities;

Filing Info

• Accession Number: 00057319
• Record Type: Publication
• Source Agency: Engineering Index
• Report/Paper Numbers: Paper 10492
• Files: TRIS
• Created Date: Oct 5 1974 12:00AM