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 424
... Computed Response of the Pile Soil and Pile Properties are : Diameter of the pile d = 45.0 cm . Embedded length = 17.0 m . = Young's modulus of concrete Ep 2.08 x 107 kN / m2 . The weight of pile cap and pile = 26.4 kN above the mud ...
... Computed Response of the Pile Soil and Pile Properties are : Diameter of the pile d = 45.0 cm . Embedded length = 17.0 m . = Young's modulus of concrete Ep 2.08 x 107 kN / m2 . The weight of pile cap and pile = 26.4 kN above the mud ...
Page 164
... computed after the spectra are scaled for maximum wave height and summation all components gives the desired wave pressure record . The linear dynamic wave pressure variation for any wave at component the seabed is computed from ...
... computed after the spectra are scaled for maximum wave height and summation all components gives the desired wave pressure record . The linear dynamic wave pressure variation for any wave at component the seabed is computed from ...
Page 165
... computed from these values . A zero spectral moment for the sea bed pressure differences was also computed from the pressure samples . Both calculations were made according to the procedure for which the flow diagram is shown in figure ...
... computed from these values . A zero spectral moment for the sea bed pressure differences was also computed from the pressure samples . Both calculations were made according to the procedure for which the flow diagram is shown in figure ...
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