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 103
... influence of transmitted wave on pore pressure in sea bed can be calculated in an iterative way . However , because the height of transmitted wave is very small , its influence on the porewater pressure in seabed is neglected ...
... influence of transmitted wave on pore pressure in sea bed can be calculated in an iterative way . However , because the height of transmitted wave is very small , its influence on the porewater pressure in seabed is neglected ...
Page 324
... influence so & 0 . = When the value of B < 0.1 , the maximum influence is close to Y = 90 ° and 270 ° . As B increases there is a noticable shift of the value of wind / wave direction towards 120 ° and 240 ° . The magnitude of the influence ...
... influence so & 0 . = When the value of B < 0.1 , the maximum influence is close to Y = 90 ° and 270 ° . As B increases there is a noticable shift of the value of wind / wave direction towards 120 ° and 240 ° . The magnitude of the influence ...
Page 224
... influence on fatigue life . Unfortunately , it is not possible to know the exact size and number of defects in each joint and these can only be represented probabilistically . Very little information is available on this aspect for ...
... influence on fatigue life . Unfortunately , it is not possible to know the exact size and number of defects in each joint and these can only be represented probabilistically . Very little information is available on this aspect for ...
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