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 98
... COMPLETE MODEL DISPLAC . ( m ) POINT FORCE ( t ) 1 -70.0 -103.0 2 0.0 -3.0 3 20.0 -1.5 4 20.7 0.0 5 85.7 100.0 TABLE ... complete model and the simplified model . The complete model has the jacket structure , accessories entailment ...
... COMPLETE MODEL DISPLAC . ( m ) POINT FORCE ( t ) 1 -70.0 -103.0 2 0.0 -3.0 3 20.0 -1.5 4 20.7 0.0 5 85.7 100.0 TABLE ... complete model and the simplified model . The complete model has the jacket structure , accessories entailment ...
Page 101
... Complete Prop . 2 ΠΌΠΈ 17 25 33 41 49 57 65 73 81 89 97 105 113 TIME ( s ) FIG . 14 : COMPLETE x PROPOSITION 2 Twave 8 seconds involved . The docking spring used ultimately is shown in Fig . 11 . The time step to be used in this ...
... Complete Prop . 2 ΠΌΠΈ 17 25 33 41 49 57 65 73 81 89 97 105 113 TIME ( s ) FIG . 14 : COMPLETE x PROPOSITION 2 Twave 8 seconds involved . The docking spring used ultimately is shown in Fig . 11 . The time step to be used in this ...
Page 102
... Complete Prop . 2 17 25 33 41 49 57 65 73 81 89 97 105 113 TIME ( s ) FIG . 16 : COMPLETE x PROPOSITION 2 Twave 12 seconds are similar to complete model and the rigid body vibration modes shapes are equal . The jacket to template ...
... Complete Prop . 2 17 25 33 41 49 57 65 73 81 89 97 105 113 TIME ( s ) FIG . 16 : COMPLETE x PROPOSITION 2 Twave 12 seconds are similar to complete model and the rigid body vibration modes shapes are equal . The jacket to template ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
An Analytical Model for Barge Collisions With Rigid Structures | 29 |
Copyright | |
34 other sections not shown
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Common terms and phrases
acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin coefficients collision compliant tower components compression computed configuration crack crane vessel curve cycles cyclic cylinder damping damping ratio diameter displacement drilling dynamic effects element equation fatigue function global heave horizontal hydrodynamic installation ISSC TLP joint lift forces linear load kN maximum measured mesh method model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger OMAE operation oscillation parameters platform predicted Quickwave ratio regular waves response riser risk shear simulation specimen spectrum SSCV Statoil steel stiffener stiffness strain stress surface surge tanker tension tension leg platforms transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave loading wave period weld toe wellhead wind windspeed