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 44
... coefficient . It accounts for the relative stiffness of the vessel hull and the fender system . Values of the coefficients for a typical berthing problem are : C - e Cd Сс Ст C , Cs = - = 0.25 to 0.8 , a value of 0.5 is often assumed ...
... coefficient . It accounts for the relative stiffness of the vessel hull and the fender system . Values of the coefficients for a typical berthing problem are : C - e Cd Сс Ст C , Cs = - = 0.25 to 0.8 , a value of 0.5 is often assumed ...
Page 172
... coefficients the results presented in the figures should be divided by the acceleration due to gravity , g = 9.81 m / s2 . The variation of the surge , heave , pitch and yaw radiation damping coefficients with wave period for mesh ...
... coefficients the results presented in the figures should be divided by the acceleration due to gravity , g = 9.81 m / s2 . The variation of the surge , heave , pitch and yaw radiation damping coefficients with wave period for mesh ...
Page 375
... coefficients for various tube arrays were obtained . Tests have been performed for a single tube , two tubes , and tube rows . The coefficients depend on reduced flow velocity , tube arrangement , oscillation amplitude , and Reynolds ...
... coefficients for various tube arrays were obtained . Tests have been performed for a single tube , two tubes , and tube rows . The coefficients depend on reduced flow velocity , tube arrangement , oscillation amplitude , and Reynolds ...
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