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 172
... significant differences exist in the hydrodynamic loads computed using mesh configuration 1 and those computed using configurations 2 and 3. Clearly , configuration 1 utilizes an insufficiently fine panel discretization of the TLP ...
... significant differences exist in the hydrodynamic loads computed using mesh configuration 1 and those computed using configurations 2 and 3. Clearly , configuration 1 utilizes an insufficiently fine panel discretization of the TLP ...
Page 358
... significant displacement was observed in the lateral direction for Test 17 ( Fig . 3b ) . The significant wave height Hs for this test was 0.2 m giving a small flow induced velocity ( a few cm / sec ) , which being alternate and ...
... significant displacement was observed in the lateral direction for Test 17 ( Fig . 3b ) . The significant wave height Hs for this test was 0.2 m giving a small flow induced velocity ( a few cm / sec ) , which being alternate and ...
Page 385
... significant when compared to the single cylinder configuration . This indicates that the fluid - structure interaction is a significant factor for the paired configuration . Thus , it appears that superposition of single tendon results ...
... significant when compared to the single cylinder configuration . This indicates that the fluid - structure interaction is a significant factor for the paired configuration . Thus , it appears that superposition of single tendon results ...
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