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 92
Page 13
... given by E [ z , .Z ) ] with i T , and E [ z ( 1 ) ยท 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 ...
... given by E [ z , .Z ) ] with i T , and E [ z ( 1 ) ยท 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 ...
Page 108
... given period , e.g. , one year or alternatively the service life of the structure . Assuming that the extreme load effect occurs in the extreme storm event , the probability of exceeding a given critical response level during a ...
... given period , e.g. , one year or alternatively the service life of the structure . Assuming that the extreme load effect occurs in the extreme storm event , the probability of exceeding a given critical response level during 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 | 79 |
Reducing Simulation Lengths in Extreme Response Estimation of a Flexible Riser | 99 |
Copyright | |
17 other sections not shown
Other editions - View all
Common terms and phrases
acceptance criteria ALARP applied approach assessment assumed blowout blowout frequency calculated coefficient collisions components considered Cook Inlet crack growth curve database defined developed distribution drilling effect elements Engineering equation estimated evaluation event extreme failure probability fatigue damage Figueira da Foz Figure function given human error inspection installation joint kurtosis limit linear load marine structures maxima mean measures method normal normally distributed North Sea Norway Norwegian offshore construction offshore structures OHRAT operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedures random variables reliability analysis response riser risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulations SINTEF spectra spectrum statistical Statoil stress Table temperature tether uncertainty values velocity water depth weld