Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 67
Page 68
Then the particular solution of <p\s around cylinder I, which satisfies the
inhomogeneous free surface condition, can be obtained by the following integral
over the free surface i. e. (34a) As mentioned before this solution satisfies
ordinary ...
Then the particular solution of <p\s around cylinder I, which satisfies the
inhomogeneous free surface condition, can be obtained by the following integral
over the free surface i. e. (34a) As mentioned before this solution satisfies
ordinary ...
Page 356
(5) In this equation, the pressure term is treated explicitly and w' can be obtained
directly. However, the solution w does not satisfy the continuity equation.
Subtracting equation (5) from (4), it is obtained: 1 -ve" + #A'" i:(n+1) — w - - v (**) -
p") At ...
(5) In this equation, the pressure term is treated explicitly and w' can be obtained
directly. However, the solution w does not satisfy the continuity equation.
Subtracting equation (5) from (4), it is obtained: 1 -ve" + #A'" i:(n+1) — w - - v (**) -
p") At ...
Page 374
The following conclusions are obtained: - The reliability index is almost
independent of the COV[SC], for COV[SC] less than approximately 0.15. This
means that a deterministic description of the structural resistance (i.e the system
capacity SC) ...
The following conclusions are obtained: - The reliability index is almost
independent of the COV[SC], for COV[SC] less than approximately 0.15. This
means that a deterministic description of the structural resistance (i.e the system
capacity SC) ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OCEAN WAVES AND ENERGY | 1 |
HYDRODYNAMIC FORCES | 45 |
COMPUTATIONAL HYDRODYNAMICS | 91 |
Copyright | |
7 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind