Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 69
Page 69
... probability should be calculated as P21 = P ( 2nd fatigue failure 1st fatigue failure ) ( 17 ) The failure probability of the first tether is 6.33 10-3 . If the correlation coefficient between these two failure events is still taken as ...
... probability should be calculated as P21 = P ( 2nd fatigue failure 1st fatigue failure ) ( 17 ) The failure probability of the first tether is 6.33 10-3 . If the correlation coefficient between these two failure events is still taken as ...
Page 77
... probability should be calculated as ( 17 ) P21 = P ( 2nd fatigue failure 1st fatigue failure ) The failure probability of the first tether is 6.33 10-3 . If the correlation coefficient between these two failure events is still taken as ...
... probability should be calculated as ( 17 ) P21 = P ( 2nd fatigue failure 1st fatigue failure ) The failure probability of the first tether is 6.33 10-3 . If the correlation coefficient between these two failure events is still taken as ...
Page 90
... probability density Y 1 P ( y < y 1 f ( y1 ) B f ( ) ) E F ( ) > 1 n H 1/3 ( YY 1 . 2 max function of Y Y " 1 ยท 2 Ya < y , + dy ) probability of maxima of 1 nonlinear response occurring in the interval ( y , y + dy ) per unit time 1 1 1 ...
... probability density Y 1 P ( y < y 1 f ( y1 ) B f ( ) ) E F ( ) > 1 n H 1/3 ( YY 1 . 2 max function of Y Y " 1 ยท 2 Ya < y , + dy ) probability of maxima of 1 nonlinear response occurring in the interval ( y , y + dy ) per unit time 1 1 1 ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
37 other sections not shown
Other editions - View all
Common terms and phrases
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