Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 87
Page 76
analysis , the objective is to obtain an estimate of C , and to ensure that this value
is not substantially lower than that initially assumed for design . The nonlinear
time history analysis is performed to establish that the structure / foundation ...
analysis , the objective is to obtain an estimate of C , and to ensure that this value
is not substantially lower than that initially assumed for design . The nonlinear
time history analysis is performed to establish that the structure / foundation ...
Page 226
estimate the best prior distribution for these ( non - observable ) parameters g (
Ola ) , in other words , we wish to ... the EB analysis framework is similar to a
Bayesian one , except that , instead of estimating 0 , we estimate its prior
distribution ...
estimate the best prior distribution for these ( non - observable ) parameters g (
Ola ) , in other words , we wish to ... the EB analysis framework is similar to a
Bayesian one , except that , instead of estimating 0 , we estimate its prior
distribution ...
Page 320
Select fuzzy reasoning / inference mechanism to perform safety estimate for a
particular element or component . Perform safety synthesis in a hierarchy using
the evidential reasoning algorithm . Perform safety - cost synthesis for each
design ...
Select fuzzy reasoning / inference mechanism to perform safety estimate for a
particular element or component . Perform safety synthesis in a hierarchy using
the evidential reasoning algorithm . Perform safety - cost synthesis for each
design ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Other editions - View all
Common terms and phrases
acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expressed extreme factor failure fatigue Figure force frequency function fuzzy given growth important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical storm strength stress structure surface Table theory typical uncertainty variables wave height wind