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 21
... linear . Submergence The jacket is lowered horizontally into the water until the load in the crane attached to the top of the jacket diminishes such that the spreader bar can be released and the lazy slings attached between the upending ...
... linear . Submergence The jacket is lowered horizontally into the water until the load in the crane attached to the top of the jacket diminishes such that the spreader bar can be released and the lazy slings attached between the upending ...
Page 177
... linear hydrodynamics of submerged pontoons , floating columns and combinations of these solutions for the analysis of structures such as the ISSC TLP . The present paper is an extension of the semi - analytical approach to establishing ...
... linear hydrodynamics of submerged pontoons , floating columns and combinations of these solutions for the analysis of structures such as the ISSC TLP . The present paper is an extension of the semi - analytical approach to establishing ...
Page 444
... linear spring ) with the response of a 3 - dimensional finite element but ( nearly ) elastic system . The " nearly elastic " 3 - dimen- sional finite element model includes a linear soil , minor damping elements like soil damping ...
... linear spring ) with the response of a 3 - dimensional finite element but ( nearly ) elastic system . The " nearly elastic " 3 - dimen- sional finite element model includes a linear soil , minor damping elements like soil damping ...
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