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 67
Page 207
... interval ( a , + ∞ ) , where Po is the pressure amplitude , K may be regarded as the wave number of pressure waves , a is a finite constant . When K > 0 , P ( x ) may be regarded as a right - going pressure wave system ( outer - going ...
... interval ( a , + ∞ ) , where Po is the pressure amplitude , K may be regarded as the wave number of pressure waves , a is a finite constant . When K > 0 , P ( x ) may be regarded as a right - going pressure wave system ( outer - going ...
Page 2
... interval [ 0.t ] where ( F ) is the corresponding outcrossing rate . Then , if the structure is initially intact , it is well known that the failure probability can be bounded by P ( t ) ≤ P ( 0 ) + E [ N * ( F ; t ) ] ( 2 ) or , if ...
... interval [ 0.t ] where ( F ) is the corresponding outcrossing rate . Then , if the structure is initially intact , it is well known that the failure probability can be bounded by P ( t ) ≤ P ( 0 ) + E [ N * ( F ; t ) ] ( 2 ) or , if ...
Page 166
... interval . This sampling interval was historically chosen to limit the amount of data storage per recording period . Such a short interval and an interval of half an hour does have the advantage that the wave elimate in terms of ...
... interval . This sampling interval was historically chosen to limit the amount of data storage per recording period . Such a short interval and an interval of half an hour does have the advantage that the wave elimate in terms of ...
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