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 85
Page 363
... term descrip- tion , and hence reduce number of response analyses in the succeeding steps . Normally , 10-15 seastates should be sufficient , while the complete scatter diagram contains typically 150-200 seastates . 4. Establish an ...
... term descrip- tion , and hence reduce number of response analyses in the succeeding steps . Normally , 10-15 seastates should be sufficient , while the complete scatter diagram contains typically 150-200 seastates . 4. Establish an ...
Page 368
... term probability is as high as 0.17 • 10-2 . For the bending moment case , seastate 9 is seen to be the dominating case and should be used as design storm condition . The results indicates , however , that more seastates should have ...
... term probability is as high as 0.17 • 10-2 . For the bending moment case , seastate 9 is seen to be the dominating case and should be used as design storm condition . The results indicates , however , that more seastates should have ...
Page 369
... term wave statistics , approxi- mate long - term response statistics and T.D. response simulation in an identified design storm . A good correlation is demonstrated between T.D. and F.D. results with regard to response variance and zero ...
... term wave statistics , approxi- mate long - term response statistics and T.D. response simulation in an identified design storm . A good correlation is demonstrated between T.D. and F.D. results with regard to response variance and zero ...
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