Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 33
Page 94
... basin tests was developed . ( 1 ) The Newmark method , one of the most reliable time integration schemes , was combined with Newton method . Nonlinear algebraic equations which comes from nonlin- ear hydrodynamic forces are solved by ...
... basin tests was developed . ( 1 ) The Newmark method , one of the most reliable time integration schemes , was combined with Newton method . Nonlinear algebraic equations which comes from nonlin- ear hydrodynamic forces are solved by ...
Page 216
... basin data Length 80 m Width 50 m Depth : 0-10 m Maximum current velocity 0.2 m / s Wave maker 1 Hydraulic driven , hinged double - flap type Wave characteristics 50 m Regular waves Maximum wave height Wave periods 09 m 08s and above A ...
... basin data Length 80 m Width 50 m Depth : 0-10 m Maximum current velocity 0.2 m / s Wave maker 1 Hydraulic driven , hinged double - flap type Wave characteristics 50 m Regular waves Maximum wave height Wave periods 09 m 08s and above A ...
Page 361
... Basin and in the Sergipe / Alagoas Basin ( Figure 1 ) . In Sergipe / Alagoas Basin , the wildcat 1 - SES - 92 discovered an oil field at 1,111 m water depth , in 1987. Its exploratory program was interrupted while a 3 - D seismic ...
... Basin and in the Sergipe / Alagoas Basin ( Figure 1 ) . In Sergipe / Alagoas Basin , the wildcat 1 - SES - 92 discovered an oil field at 1,111 m water depth , in 1987. Its exploratory program was interrupted while a 3 - D seismic ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
32 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile