Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 115
... depend on the magnitude and frequency content of S ( t ) . Therefore , the crack trajectory is also deterministic for any ... depends on the crack trajectory . Function can be obtained in the same way as in Eq . 10 but characterizes the ...
... depend on the magnitude and frequency content of S ( t ) . Therefore , the crack trajectory is also deterministic for any ... depends on the crack trajectory . Function can be obtained in the same way as in Eq . 10 but characterizes the ...
Page 285
... depends on the mea- surement technique , e.g. σ = σo / √e where σo is a constant and e is the effort parameter . ( 32 ) The multiplicative model assumes that the measured crack length am can be modelled by am = ad ( 33 ) where a is the ...
... depends on the mea- surement technique , e.g. σ = σo / √e where σo is a constant and e is the effort parameter . ( 32 ) The multiplicative model assumes that the measured crack length am can be modelled by am = ad ( 33 ) where a is the ...
Page 317
... depends on the current need which in turn depends on the evidence gathered so far in a consultation ses- sion . The heuristics which relate the current situa- tion to the computation need are encoded in rules . These rules are packaged ...
... depends on the current need which in turn depends on the evidence gathered so far in a consultation ses- sion . The heuristics which relate the current situa- tion to the computation need are encoded in rules . These rules are packaged ...
Contents
Spectral Modelling of Sea States With Multiple Wave Systems | 13 |
Statistical and Physical Models of Nonlinear Random Waves | 23 |
Extrapolation of Design Waves in the Gulf of Guineal | 33 |
Copyright | |
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amplitude applied approximation assumed bending moment calculated coefficient component computed condition considered correlation corresponding crack growth crack length damage damping defined density function detected deterministic effect element Engineering equation estimated evaluation failure probability Figure fracture mechanics frequency fuzzy Gaussian given hindcast inspection integral joints limit state function linear load lognormal maintenance matrix maximum mean value method nonlinear normal normal distribution obtained offshore structures order statistics parameters partial safety factors plate platform probabilistic probability density probability density function probability of failure procedure random variables redundancy reliability analysis reliability index repair residual stresses response sample seastates shear ship shown significant wave height simulation spectra spectrum standard deviation statistical stiffness storm strength stress range structural reliability surface system reliability Table tendon tension tion transfer function uncertainty updated variation vector vector process vertical wave bending Weibull Weibull distribution welded yield stress