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 248
... extreme response corresponding to a specified storm duration from the fitted Weibull model assuming 1 N F ( x = 1 - e where integration of the F = Xe the cumulative Weibull distribution = the extreme response N = 1 The second part of ...
... extreme response corresponding to a specified storm duration from the fitted Weibull model assuming 1 N F ( x = 1 - e where integration of the F = Xe the cumulative Weibull distribution = the extreme response N = 1 The second part of ...
Page 362
... extreme values of riser response . ESTIMATION OF LIFETIME EXTREME RESPONSE Traditionally , a " design wave " approach has often been applied when dealing with lifetime extreme response estimation . The height of a regular design wave ...
... extreme values of riser response . ESTIMATION OF LIFETIME EXTREME RESPONSE Traditionally , a " design wave " approach has often been applied when dealing with lifetime extreme response estimation . The height of a regular design wave ...
Page 16
... extreme base shear force and extreme overturning moment for a fixed jacket platform . Hence , the cumula- tive distribution functions ( c.d.f. ) of these extreme re- sponses , for storm condition , are calculated . Based on the c.d.f. ...
... extreme base shear force and extreme overturning moment for a fixed jacket platform . Hence , the cumula- tive distribution functions ( c.d.f. ) of these extreme re- sponses , for storm condition , are calculated . Based on the c.d.f. ...
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