Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 488
... structure onto barge towing of the barge to the offshore site , possibly through narrows and most likely across wave exposed areas offshore installation including anchoring of barge and launching or lifting of equipment / structure ...
... structure onto barge towing of the barge to the offshore site , possibly through narrows and most likely across wave exposed areas offshore installation including anchoring of barge and launching or lifting of equipment / structure ...
Page 504
... structure fails due to insufficient communications slips structure analyses I design detaling & documentation T · organizational hardware causes causes FIGURE 8 · procedural causes environmental causes RELIABILITY FORMULATION A system ...
... structure fails due to insufficient communications slips structure analyses I design detaling & documentation T · organizational hardware causes causes FIGURE 8 · procedural causes environmental causes RELIABILITY FORMULATION A system ...
Page 505
... structure is indicated as the probability of failure ( PfQ ) . The likelihood of insufficient quality ( failure ) is the union ( U ) of the likelihoods of insufficient serviceability , Pf1 , safety , Pf2 , durability Pf3 , and ...
... structure is indicated as the probability of failure ( PfQ ) . The likelihood of insufficient quality ( failure ) is the union ( U ) of the likelihoods of insufficient serviceability , Pf1 , safety , Pf2 , durability Pf3 , and ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
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Common terms and phrases
acceptance criteria amplitude applied approach approximation assessment assumed axial force bending blowout buoy calculated coefficient components considered Cook Inlet crack growth defined developed distribution drilling Engineering equation estimated evaluation event extreme value distribution failure paths failure probability fatigue damage fatigue strength Figueira da Foz Figure frequency function given human error inspection installation jet fire joint kurtosis linear marine structures maxima measurements method nonlinear normal normally distributed North Sea Norway obtained offshore construction offshore structures operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedure random variables reliability analysis reliability index response risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulation SINTEF spectra spectrum statistical Statoil stochastic stress Table temperature tether uncertainty Weibull weld