Skip to main content
U.S. Department of Energy
Office of Scientific and Technical Information

Response of wave excited offshore platforms

Conference ·
OSTI ID:104501
 [1];  [2]
  1. Oak Ridge National Lab., TN (United States)
  2. Vanderbilt Univ., Nashville, TN (United States). Dept. of Civil and Environmental Engineering
A study of the resultants of inertia and drag force components induced by waves on offshore structures is made, and the relations between these resultants and the corresponding modal forces that govern the structural response are examined. The information and concepts reported elucidate the main factors that control such forces. Using the deep-water approximation of linear wave theory and the Morison equation, it is shown that the inertia and drag components of the modal forces can be expressed in terms of the sea surface kinematics. This treatment of the wave excitations advances the understanding of their characteristics and contributes to forming a basis for efficient, reliable evaluations of the response of wave- excited offshore platforms.
Research Organization:
Oak Ridge National Lab., TN (United States)
Sponsoring Organization:
USDOE, Washington, DC (United States)
DOE Contract Number:
AC05-84OR21400
OSTI ID:
104501
Report Number(s):
CONF-950740--81; ON: DE95017405
Country of Publication:
United States
Language:
English

Similar Records

Response analysis of offshore systems to nonlinear random waves: Response statistics
Book · Mon Dec 30 23:00:00 EST 1996 · OSTI ID:449699

Wave-induced loads on fixed offshore structures: An assessment of ``wave-by-wave`` load variability and bias
Book · Mon Dec 30 23:00:00 EST 1996 · OSTI ID:449716

Effect of nonlinear random wave forces on the response history of offshore structures
Conference · Fri Dec 31 23:00:00 EST 1982 · Am. Soc. Mech. Eng., (Pap.); (United States) · OSTI ID:5432216