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 82
... failure , and B1 = 4.25 for shear failures . These values are larger than the values in Table 2 and Table 3 because ... failure is Type 1 ( ductile failure with reserve capacity ) and Serious , then the annual target is p1 = 10 * . But ...
... failure , and B1 = 4.25 for shear failures . These values are larger than the values in Table 2 and Table 3 because ... failure is Type 1 ( ductile failure with reserve capacity ) and Serious , then the annual target is p1 = 10 * . But ...
Page 138
... failure rather accurately . There are indications that they still tend to err on the side of overpredicting failure rate . This tendency to overpredict failure rates is not new . It has been with us for some time , see for instance ...
... failure rather accurately . There are indications that they still tend to err on the side of overpredicting failure rate . This tendency to overpredict failure rates is not new . It has been with us for some time , see for instance ...
Page 149
Table 3 - Annual probabilities of failure P ( failure ) using directional environmental data P ( failure ) given best belief structural capacity ( 50 % confidence level ) P ( failure ) 1.5 * 10-5 / annum P ( failure ) given a " lower ...
Table 3 - Annual probabilities of failure P ( failure ) using directional environmental data P ( failure ) given best belief structural capacity ( 50 % confidence level ) P ( failure ) 1.5 * 10-5 / annum P ( failure ) given a " lower ...
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