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 23
... performed with the use of lead weights placed inside the models . Test Procedures / Programme The laboratory experiments were performed as a combination of stationary and non - stationary tests . The following stationary conditions were ...
... performed with the use of lead weights placed inside the models . Test Procedures / Programme The laboratory experiments were performed as a combination of stationary and non - stationary tests . The following stationary conditions were ...
Page 24
... performed for each test condition . Figure 2 shows some results from a dynamic lifting test performed in a long crested stern sea ( relative to the SSCV ) with H1 1.5m , T2 6.4s . = = The non - stationary lifting tests were performed ...
... performed for each test condition . Figure 2 shows some results from a dynamic lifting test performed in a long crested stern sea ( relative to the SSCV ) with H1 1.5m , T2 6.4s . = = The non - stationary lifting tests were performed ...
Page 101
... performed to obtain the natural periods and vibration modes . As well known , the dynamic response of a structure relies on actuating exciting forces and on its modals characteristics . Therefore , free vibration analysis can be used to ...
... performed to obtain the natural periods and vibration modes . As well known , the dynamic response of a structure relies on actuating exciting forces and on its modals characteristics . Therefore , free vibration analysis can be used to ...
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