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 471
... configuration for a specific water depth and design criteria , it is often necessary for the designer to develop basic configuration trends that will initially set important dimensions , such as base width and length of pile required ...
... configuration for a specific water depth and design criteria , it is often necessary for the designer to develop basic configuration trends that will initially set important dimensions , such as base width and length of pile required ...
Page 472
... configuration in 2600 ft water depth ( Morrison et al 1988 ) . Parameters that were considered included base width , brace area , leg area , pile length , pile area , deck payload , conductor mass , tower taper and flooded height ( near ...
... configuration in 2600 ft water depth ( Morrison et al 1988 ) . Parameters that were considered included base width , brace area , leg area , pile length , pile area , deck payload , conductor mass , tower taper and flooded height ( near ...
Page 475
... configuration is therefore not merely derived from period - parameter , or pile - reaction - parameter relationships Further consideration must be given to design envelopes and overall response to design other portions of the structure ...
... configuration is therefore not merely derived from period - parameter , or pile - reaction - parameter relationships Further consideration must be given to design envelopes and overall response to design other portions of the structure ...
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