Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 421
... probability was associated with human life and not with loss of assets . It is therefore concluded that the probability of loss of asset in this category must be greater than 10 . 10 probability - corresponds to the " serious ...
... probability was associated with human life and not with loss of assets . It is therefore concluded that the probability of loss of asset in this category must be greater than 10 . 10 probability - corresponds to the " serious ...
Page 238
... probability measure determines the four probabilities of importance : 1. The marginal probability measure on the state of the nature Pé ( 0 ) . This is normally referred to as a prior probability in the sense that the decision maker ...
... probability measure determines the four probabilities of importance : 1. The marginal probability measure on the state of the nature Pé ( 0 ) . This is normally referred to as a prior probability in the sense that the decision maker ...
Page 318
... probability of failure is given as : P1 = 1 - 0 He . - Ho ( ( 02 + 02 ) ( 11 ) Φis the standard normal distribution function and Ha Ha¿ a ' respectively , the means and standard deviations of the random variables a and a . Equation ( 11 ) ...
... probability of failure is given as : P1 = 1 - 0 He . - Ho ( ( 02 + 02 ) ( 11 ) Φis the standard normal distribution function and Ha Ha¿ a ' respectively , the means and standard deviations of the random variables a and a . Equation ( 11 ) ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis applied ASME assessment axial boundary buoy calculated compliant tower components correlation crack growth curve cylinder damping deck displacement distribution domain drag drag coefficient dynamic effects Engineering equation estimated experimental factor fatigue flow fluid fracture mechanics free surface frequency hindcast horizontal hydrodynamic increase inspection installation interaction jack-up joints lift coefficient lift force linear load matrix maximum measured method modes module mooring line motion nonlinear obtained offshore structures OMAE operation oscillating cylinder parameters peak period phase piles pipe potential predicted pressure probability of failure procedure random random variables ratio reliability response Reynolds number riser risk safety seastate second-order shown in Figure significant wave height simulation spectral spectrum statistical stiffness stress Strouhal tether transfer function tubular variables vector velocity velocity potential vertical vortex shedding water depth wave force Weibull distribution weld wind