Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 2American Society of Mechanical Engineers, 1992 - Arctic regions |
From inside the book
Results 1-3 of 80
Page 329
... response of the system can be expressed by the following linear relation 00 8 ( t ) = [ h ( t ) Î ( 1-7 ) dr -00 ( 46 ) The matrix h ( t ) is the impulse response function matrix for the linear differential operator . The corresponding ...
... response of the system can be expressed by the following linear relation 00 8 ( t ) = [ h ( t ) Î ( 1-7 ) dr -00 ( 46 ) The matrix h ( t ) is the impulse response function matrix for the linear differential operator . The corresponding ...
Page 330
... response due to drag force is investigated using two methods . The first case is used as a baseline to show the TLP response when no second order forces are acting . In this approach , the drag force is modeled by the statistical ...
... response due to drag force is investigated using two methods . The first case is used as a baseline to show the TLP response when no second order forces are acting . In this approach , the drag force is modeled by the statistical ...
Page 331
... response depends on the order of the surge response statistic . As shown , the body motion force induces only a small mean response , but it has a relatively large effect on the skewness . Vice versa , the drag forces can cause large ...
... response depends on the order of the surge response statistic . As shown , the body motion force induces only a small mean response , but it has a relatively large effect on the skewness . Vice versa , the drag forces can cause large ...
Contents
Stochastic Storm Profiles for Strain Accumulation in Clay | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 6 |
Probabilistic Analysis of Local Ice Pressures | 7 |
Copyright | |
55 other sections not shown
Other editions - View all
Common terms and phrases
applied approach approximation Arctic assessment assumed blast calculated coefficient coefficient of variation component computed considered correlation cost crack growth damage defined density deterministic developed distribution drilling effect element Engineering environmental equation error estimated evaluation event extreme factors failure mode failure probability fatigue crack Figure forces fracture mechanics frequency given global hindcast initial inspection joint limit state function linear load Lognormal maximum mean value measurements method normal distribution obtained Offshore Structures operations optimal panel parameters pipeline Piper Alpha plastic platform predicted pressure probabilistic probability density function probability distribution probability of failure procedure random variables reliability analysis reliability index repair response risk S-N curve sample ship simulation spectral spectral density standard deviation statistical steel stochastic storm STRELAS strength stress range structural reliability structural system system reliability Table tendon uncertainty vector Weibull distribution weld