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 po , yf = + 1⁄2 Ed8 , ( n2 − 1 ) p - ( 3 ) Pyt -2 R2 ( P - p ) m Bias = 1.1 and c.o.v. 10 % . Experimental results , Fig . 4 , have indicated biases of about ...
... shown in Fig . 2 . ( b ) Frame Yielding ( General Instability ) Mean : O yf po , yf = + 1⁄2 Ed8 , ( n2 − 1 ) p - ( 3 ) Pyt -2 R2 ( P - p ) m Bias = 1.1 and c.o.v. 10 % . Experimental results , Fig . 4 , have indicated biases of about ...
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 a 2 ) 3 ) Possible Paths for a Falling Pipe The pipe falling as shown in ( a ) needs ...
... 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 a 2 ) 3 ) Possible Paths for a Falling Pipe The pipe falling as shown in ( a ) needs ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
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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