Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 318
... periods due to the available wave energy near the near the resonant period in the swell spectrum . The variation in response increases with peak period , but does not have a clear peak near the resonant period as does the regular wave ...
... periods due to the available wave energy near the near the resonant period in the swell spectrum . The variation in response increases with peak period , but does not have a clear peak near the resonant period as does the regular wave ...
Page 324
... period for in - line response 7.8s 6.3s 7.8s 8.3s 5.1s Peak period for transverse response 7.8s Mean drag coefficient 0.69m 0.80m 0.77m 0.72m 0.33m 2.36m 2.09m 2.02m 2.09m1.38m 1.08m 1.12m 1.07m 1.06m 0.78m 8.3s 8.1s 8.38 10.0s 2.55 3.6 ...
... period for in - line response 7.8s 6.3s 7.8s 8.3s 5.1s Peak period for transverse response 7.8s Mean drag coefficient 0.69m 0.80m 0.77m 0.72m 0.33m 2.36m 2.09m 2.02m 2.09m1.38m 1.08m 1.12m 1.07m 1.06m 0.78m 8.3s 8.1s 8.38 10.0s 2.55 3.6 ...
Page 523
... period joint probability distribution function is a complex problem , several approximate formulae are available . An approximate formula for the probability density of non- dimensional wave heights and period has been proposed by ...
... period joint probability distribution function is a complex problem , several approximate formulae are available . An approximate formula for the probability density of non- dimensional wave heights and period has been proposed by ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
An Analytical Model for Barge Collisions With Rigid Structures | 29 |
Copyright | |
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acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin coefficients collision compliant tower components compression computed configuration crack crane vessel curve cycles cyclic cylinder damping damping ratio diameter displacement drilling dynamic effects element equation fatigue function global heave horizontal hydrodynamic installation ISSC TLP joint lift forces linear load kN maximum measured mesh method model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger OMAE operation oscillation parameters platform predicted Quickwave ratio regular waves response riser risk shear simulation specimen spectrum SSCV Statoil steel stiffener stiffness strain stress surface surge tanker tension tension leg platforms transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave loading wave period weld toe wellhead wind windspeed