Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 110
... shown in Figure 3 com- paring with the corresponding data points , for one important parameter . It is seen that the fitted response surface complies well with the response data points . Parametric study and capacity surface calculation ...
... shown in Figure 3 com- paring with the corresponding data points , for one important parameter . It is seen that the fitted response surface complies well with the response data points . Parametric study and capacity surface calculation ...
Page 316
... shown in Fig . 2 . ( b ) Frame Yielding ( General Instability ) Mean : O yf = n pyf Ed8 ( n2 -1 ) p + † = 2 R2 ( P2 - p ) Pyt ( 3 ) Bias 1.1 and c.o.v. = 10 % . Experimental results , Fig . 4 , have indicated biases of about 1.4 for ...
... shown in Fig . 2 . ( b ) Frame Yielding ( General Instability ) Mean : O yf = n pyf Ed8 ( n2 -1 ) p + † = 2 R2 ( P2 - p ) Pyt ( 3 ) Bias 1.1 and c.o.v. = 10 % . Experimental results , Fig . 4 , have indicated biases of about 1.4 for ...
Page 444
... shown that the dropped pipes can be divided into six different groups . Each group identified with one typical path ... shown in Figure 3.1 . Figure 3.1 т a 2 ) W 3 ) b Possible Paths for a Falling Pipe The pipe falling as shown in ( a ) ...
... shown that the dropped pipes can be divided into six different groups . Each group identified with one typical path ... shown in Figure 3.1 . Figure 3.1 т a 2 ) W 3 ) b Possible Paths for a Falling Pipe The pipe falling as shown in ( a ) ...
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 | |
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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