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 238
... variable T in a product of two sub - variables , ty and TD , which are respectively the independent ( joint specific ) and dependent ( common between the joints i and k ) parts of the variable T. In this way , given two joints i and k ...
... variable T in a product of two sub - variables , ty and TD , which are respectively the independent ( joint specific ) and dependent ( common between the joints i and k ) parts of the variable T. In this way , given two joints i and k ...
Page 287
... variables rather than the response itself . The goal is to identify the most likely sets as well as the most practical sets of combinations of the environmental variables which produce the extreme response with the specified exceedance ...
... variables rather than the response itself . The goal is to identify the most likely sets as well as the most practical sets of combinations of the environmental variables which produce the extreme response with the specified exceedance ...
Page 296
... variables related to calcula- tion of extreme load - effects ; the vector Xc represents the variables related to the capacity ; the linear combination ( α M ( X1 ) + N ( XL ) ) represents the extreme combined load effect for a given ...
... variables related to calcula- tion of extreme load - effects ; the vector Xc represents the variables related to the capacity ; the linear combination ( α M ( X1 ) + N ( XL ) ) represents the extreme combined load effect for a given ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
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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