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 161
... solution to the linear diffraction problem . Accurate first - order solutions may be obtained using a boundary element approach using a free - surface Green's function whose form is well - known . At the second- order , either a direct ...
... solution to the linear diffraction problem . Accurate first - order solutions may be obtained using a boundary element approach using a free - surface Green's function whose form is well - known . At the second- order , either a direct ...
Page 177
... solutions for the linear hydrodynamic wave loading of tension leg platforms ( TLP ) . The overall approach is based on combining solutions for individual pontoons and columns into an integrated solution for an assembly such as a TLP ...
... solutions for the linear hydrodynamic wave loading of tension leg platforms ( TLP ) . The overall approach is based on combining solutions for individual pontoons and columns into an integrated solution for an assembly such as a TLP ...
Page 178
... solution technique whereby the scattered and radiated potentials and their normal gradients are matched across common boundaries of the subdivided solution domain in the case of individual pontoons and columns . The TLP hull consists of ...
... solution technique whereby the scattered and radiated potentials and their normal gradients are matched across common boundaries of the subdivided solution domain in the case of individual pontoons and columns . The TLP hull consists of ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
A Novel Design Procedure for Jacket Installations | 19 |
Copyright | |
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acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin catastrophe sets coefficients collision compliant tower components computed configuration crack crane crane vessel cycles cyclic cylinder damping damping ratio Designer Wave diameter displacement drilling dynamic effects element equation fatigue flexjoint function global heave horizontal hydrodynamic installation ISSC TLP jacket joint lift lift forces linear load kN maximum measured mesh mode model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger Offshore Technology operation oscillation panel parameters platform predicted Quickwave ratio response riser risk shear simulation specimen SSCV Statoil steel stiffness strain stress surge tanker tension tension leg platform transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave period weight weld toe wellhead wind windspeed