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
... stiffness were adjusted by incorporating springs such that the scaled stiffness were correct . The barge was fitted with eight support points and four vertical lift guides which were instrumented to measure the impact loads between the ...
... stiffness were adjusted by incorporating springs such that the scaled stiffness were correct . The barge was fitted with eight support points and four vertical lift guides which were instrumented to measure the impact loads between the ...
Page 26
... stiffness away from the impact points , it is , however , possible that the effect of barge and jacket flexibility is showing up in the model test results at the longer wave periods , where the hook load and impact loads in general ...
... stiffness away from the impact points , it is , however , possible that the effect of barge and jacket flexibility is showing up in the model test results at the longer wave periods , where the hook load and impact loads in general ...
Page 100
... stiffness values adopted were carefully determined to represent appropriately the physic problem and to permit convergence in nonlinear analysis . Simplified Models Characteristics First Proposition . In jacket to template simplified ...
... stiffness values adopted were carefully determined to represent appropriately the physic problem and to permit convergence in nonlinear analysis . Simplified Models Characteristics First Proposition . In jacket to template simplified ...
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