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 35
... assumed to be symmetric , i.e. the number of local maxima below the mean level are assumed equal to the number of local minima above the mean level . This assumption is fairly reasonable for linear systems and regular waves . ( c ) All ...
... assumed to be symmetric , i.e. the number of local maxima below the mean level are assumed equal to the number of local minima above the mean level . This assumption is fairly reasonable for linear systems and regular waves . ( c ) All ...
Page 68
... assumed to be a normal variable with a mean value of 144 MPa and a standard deviation of 7.2 MPa [ 9 ] . The one year maximum stress range is predicted as 97.4 MPa based on the previously assumed long - term Weibull dis- tribution ...
... assumed to be a normal variable with a mean value of 144 MPa and a standard deviation of 7.2 MPa [ 9 ] . The one year maximum stress range is predicted as 97.4 MPa based on the previously assumed long - term Weibull dis- tribution ...
Page 69
... assumed to be a normal variable with a mean value of 144 MPa and a standard deviation of 7.2 MPa ( 9 ) . The one year maximum stress range is predicted as 97.4 MPa based on the previously assumed long - term Weibull distribution . Hence ...
... assumed to be a normal variable with a mean value of 144 MPa and a standard deviation of 7.2 MPa ( 9 ) . The one year maximum stress range is predicted as 97.4 MPa based on the previously assumed long - term Weibull distribution . Hence ...
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