Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 83
Page 109
... caused by these impulsive accelerations . seen The flow field is described by the sum of the flow field associated with fixed structures and a contribution due to the ac- celeration of the structures . The flow field for the fixed ...
... caused by these impulsive accelerations . seen The flow field is described by the sum of the flow field associated with fixed structures and a contribution due to the ac- celeration of the structures . The flow field for the fixed ...
Page 110
... caused by the accelerations of the structures and is named P a av at = - + VAV If all the ( 19 ) V a a structures were fixed the t pressure field , Pf ( x , y , t ) , would have been determined by : dv f f at + VAV ( 20 ) For the flow ...
... caused by the accelerations of the structures and is named P a av at = - + VAV If all the ( 19 ) V a a structures were fixed the t pressure field , Pf ( x , y , t ) , would have been determined by : dv f f at + VAV ( 20 ) For the flow ...
Page 266
... caused by the coupling between several modes of motion , the wave exciting force which was not equal along the londitudinal direction of FOWAD , and the 3 dimensional wave exciting force in the short crested waves . in The smaller roll ...
... caused by the coupling between several modes of motion , the wave exciting force which was not equal along the londitudinal direction of FOWAD , and the 3 dimensional wave exciting force in the short crested waves . in The smaller roll ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
37 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis array calculated results circular cylinder cosh crane ship crest damping coefficient density directional wave displacement distribution domain drag coefficient drag force dynamic effect Engineering equation estimated experimental results flow fluid force coefficients forces acting forward speed free surface Green's function heave horizontal hydrodynamic hydrodynamic forces incident wave irregular Kc number lift force linear load low-frequency matrix maximum measured method mooring line motion nonlinear obtained offshore structures oscillation parameters pile potential theory predicted pressure random ratio Rayleigh distribution regular waves response Sarpkaya second-order semisubmersible ship motions shown in Figure simulation solution spectra spectral density spectrum spreading function surge tanker transfer function vector velocity potential vertical vessel vortex vortex shedding vortices water depth wave amplitude wave component wave drift wave force wave frequency wave groups wave height wave number wave period wave power