Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 86
... pipe and was 9 cm in diameter and 2 m in length . The surface of the pipe acted as a hydraulically smooth boundary . The pipe was fixed to a vertical frame with two holders . The system comprising the cylinder and the frame was mounted ...
... pipe and was 9 cm in diameter and 2 m in length . The surface of the pipe acted as a hydraulically smooth boundary . The pipe was fixed to a vertical frame with two holders . The system comprising the cylinder and the frame was mounted ...
Page 355
... pipe is partially laying on the seafloor . Naturally this contact is variable with the motion of the pipe . Moreover the flexible pipe can experience variable contact with other rigid surfaces such as the subsea buoy's davits or the j ...
... pipe is partially laying on the seafloor . Naturally this contact is variable with the motion of the pipe . Moreover the flexible pipe can experience variable contact with other rigid surfaces such as the subsea buoy's davits or the j ...
Page 538
... pipe use , storage at terminals , processing at platforms , storage at and / or ' transit ' through platforms ... Pipe to terminal 1 X8 - Pipe to host platform 1 X9 - Pipe to host platform 2 X10 - Pipe to host platform 3 X11 - Pipe to ...
... pipe use , storage at terminals , processing at platforms , storage at and / or ' transit ' through platforms ... Pipe to terminal 1 X8 - Pipe to host platform 1 X9 - Pipe to host platform 2 X10 - Pipe to host platform 3 X11 - Pipe to ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
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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