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 86
Page 16
... figure 10 for the residuals from Figueira data , the next step is the study of their cross - correlation , which is shown in figure 12 . 1 -30 -20 -10 -0.2 d 10 20 20 30 that is , the estimated residuals are almost zero and so the ...
... figure 10 for the residuals from Figueira data , the next step is the study of their cross - correlation , which is shown in figure 12 . 1 -30 -20 -10 -0.2 d 10 20 20 30 that is , the estimated residuals are almost zero and so the ...
Page 359
... Figure B3 . The individual risk can then be quantified as a part of the Quantitative Risk Assessment ( QRA ) and the graph in Figure B3 used to derive the gross disproportion factor ( GDF ) . Subsequently , the risk reduction options ...
... Figure B3 . The individual risk can then be quantified as a part of the Quantitative Risk Assessment ( QRA ) and the graph in Figure B3 used to derive the gross disproportion factor ( GDF ) . Subsequently , the risk reduction options ...
Page 504
... Figure 8 . Starting at the left of Figure 8 and proceeding to the right ( following the arrows backwards ) , the four attrib- utes of structure quality are identified . These attributes can be compromised by environmental hazards and ...
... Figure 8 . Starting at the left of Figure 8 and proceeding to the right ( following the arrows backwards ) , the four attrib- utes of structure quality are identified . These attributes can be compromised by environmental hazards and ...
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