Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
From inside the book
Results 1-3 of 87
Page 49
... depth equal to that above the base . Typically the undisturbed shallow - water wavelength is in the order of several hundreds of meters . For a wave with a period equal to the peak period of the 100 - year incident spectrum , the ...
... depth equal to that above the base . Typically the undisturbed shallow - water wavelength is in the order of several hundreds of meters . For a wave with a period equal to the peak period of the 100 - year incident spectrum , the ...
Page 124
... depth . Havelock's results were extended by MacCamy and Fuchs [ 13 ] to the more general case of a fluid of finite depth . Various extensions of this simple problem have been considered including a theory for arrays of circular ...
... depth . Havelock's results were extended by MacCamy and Fuchs [ 13 ] to the more general case of a fluid of finite depth . Various extensions of this simple problem have been considered including a theory for arrays of circular ...
Page 326
... depth ( H ) till soil starts to flow back on top of the spudcan . In addition , the lateral distortion zone of soil ... depth H is obtained as 3.6 m in FE analysis and 2.8 m in centrifuge test . This can be due to the lower strength with ...
... depth ( H ) till soil starts to flow back on top of the spudcan . In addition , the lateral distortion zone of soil ... depth H is obtained as 3.6 m in FE analysis and 2.8 m in centrifuge test . This can be due to the lower strength with ...
Other editions - View all
Common terms and phrases
amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force