Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 51
Page 366
... simulations , the following exercise has been carried out . • A seastate defined by H = 16 m , T. = 15 sec was simulated 10 times by using 10 different seeds to the random number generator used for stochastic phase computation . Simulation ...
... simulations , the following exercise has been carried out . • A seastate defined by H = 16 m , T. = 15 sec was simulated 10 times by using 10 different seeds to the random number generator used for stochastic phase computation . Simulation ...
Page 399
... Simulation ( b ) Simulation ( a ) Simulation ( c ) External comp . Measurements Fig . 12 Standard deviation of dynamic bending moment ( location I ) . Comparison between simulations and measurements 0.20 IN PLANE MODE OF OSCILLATION : ...
... Simulation ( b ) Simulation ( a ) Simulation ( c ) External comp . Measurements Fig . 12 Standard deviation of dynamic bending moment ( location I ) . Comparison between simulations and measurements 0.20 IN PLANE MODE OF OSCILLATION : ...
Page 400
... Simulation GAUSSIAN Wave spectra . Case 2 .9999 PARENT SAMPLE GAUSSIAN .9990 .9990 .9900 ( A ) SIMULATION PROBABILITY .9000 .5000 1000 .0 100 .00 10 0 0.00 0.05 0.10 0.15 0.20 0.25 .0001 Frequency ( Hz ) Bending moment spectra . Case 2 ...
... Simulation GAUSSIAN Wave spectra . Case 2 .9999 PARENT SAMPLE GAUSSIAN .9990 .9990 .9900 ( A ) SIMULATION PROBABILITY .9000 .5000 1000 .0 100 .00 10 0 0.00 0.05 0.10 0.15 0.20 0.25 .0001 Frequency ( Hz ) Bending moment spectra . Case 2 ...
Contents
COMPLIANT STRUCTURES | 313 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
28 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave