Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 83
... limit state is , Zf1 = M + M = M + Ms W ( 5 ) ( 6 ) By adjusting the value of Z in an iterative process , a FORM or SORM solution can produce a ẞ = B. The corresponding most probable failure point ( MPFP ) is computed in the basic ...
... limit state is , Zf1 = M + M = M + Ms W ( 5 ) ( 6 ) By adjusting the value of Z in an iterative process , a FORM or SORM solution can produce a ẞ = B. The corresponding most probable failure point ( MPFP ) is computed in the basic ...
Page 93
... limit cycles are gen- erated after the nominal straight line motion loses its stability . The amplitudes of these limit cycles are con- tinuously increasing as the parameter distance from its critical value is increased . For small ...
... limit cycles are gen- erated after the nominal straight line motion loses its stability . The amplitudes of these limit cycles are con- tinuously increasing as the parameter distance from its critical value is increased . For small ...
Page 155
... limit surface gives an approximation to the probability of falling outside the limit surface . Perhaps as important , the design point is , approximately , the point on the limit surface where it is most likely to be crossed and ...
... limit surface gives an approximation to the probability of falling outside the limit surface . Perhaps as important , the design point is , approximately , the point on the limit surface where it is most likely to be crossed and ...
Contents
PART | 1 |
Sea Surface Wind Stress in Stratified Atmospheric Flow | 49 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 65 |
Copyright | |
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acceleration amplitude analysis axial boundary conditions calculated cavitation cnoidal waves comparison components computed crest heights cylinder damping dent displacement distribution drag drag coefficient effects element equation estimated experimental factor Figure flow fluid force coefficients Fourier freak waves free surface function given Hilbert transform horizontal hull hydrodynamic hydrodynamic forces inertia interaction irregular wave linear wave LRFD maximum measured method monotower motion natural frequency nondimensional nonlinear North Sea obtained Ocean Offshore Structures OMAE oscillating parameters platform potential potential flow predicted pressure Proc reliability Reynolds number seastates second-order shear ship shown simulation skeg solution spectrum Statoil stress surface elevation Table theoretical transfer function transient wave values variable vertical vibration vortex induced vibrations vortex shedding wave elevation wave force wave kinematics wave load wave theory wave train Wheeler stretching wind