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
... aluminium 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 ...
... aluminium 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 ...
Page 241
... aluminium and a 0.05m diameter horizontal PVC tube , 1.52m long , fitted at each end with aluminium tubes of 0.05m inner- diameter . The frame was made to satisfy clamped - end condition . The model is representative enough to provide ...
... aluminium and a 0.05m diameter horizontal PVC tube , 1.52m long , fitted at each end with aluminium tubes of 0.05m inner- diameter . The frame was made to satisfy clamped - end condition . The model is representative enough to provide ...
Page 428
... aluminium plate roughned by " pattern rolling " on the important tubes of the model . The model can be regarded as representing a new structure built to high quality standards . It is assumed that construction of the full - scale ...
... aluminium plate roughned by " pattern rolling " on the important tubes of the model . The model can be regarded as representing a new structure built to high quality standards . It is assumed that construction of the full - scale ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
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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