Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 91
Page 13
... given by E [ z , .z ) ] with i T , and E [ z - Z ] is the covariance matrix of z . Therefore , z , is computed as the convolution of the observed values Z ) with a filter which weights depend on the covariance structure of the process ...
... given by E [ z , .z ) ] with i T , and E [ z - Z ] is the covariance matrix of z . Therefore , z , is computed as the convolution of the observed values Z ) with a filter which weights depend on the covariance structure of the process ...
Page 108
... given critical response level during a reference period can be determined based on the extreme value distribution of the response which is established for the extreme sea state condition . This exceedance probability corresponds to a ...
... given critical response level during a reference period can be determined based on the extreme value distribution of the response which is established for the extreme sea state condition . This exceedance probability corresponds to a ...
Page 530
... given by the tool by model or full - scale testing . Procedures organization and documentation refer to the practicality and clarity of the written procedures , the detail and correctness of their documentation and the effectiveness of ...
... given by the tool by model or full - scale testing . Procedures organization and documentation refer to the practicality and clarity of the written procedures , the detail and correctness of their documentation and the effectiveness of ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
25 other sections not shown
Other editions - View all
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