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 96
DOCKING SLEEVE JACKET DOCKING PILE TEMPLATE FIG . 1 : DOCKING SLEEVE AND PILE COMBINATION CRANE SLINGS SLINGS BGL - 1 JACKET DOCKING PILE SOIL SPRINGS CRANE VESSEL SLEEVE - PILE SET FIG . 2 : DOCKING OPERATION SLEEVE ANNULAR GAP PILE ...
DOCKING SLEEVE JACKET DOCKING PILE TEMPLATE FIG . 1 : DOCKING SLEEVE AND PILE COMBINATION CRANE SLINGS SLINGS BGL - 1 JACKET DOCKING PILE SOIL SPRINGS CRANE VESSEL SLEEVE - PILE SET FIG . 2 : DOCKING OPERATION SLEEVE ANNULAR GAP PILE ...
Page 98
WWDCHOR DOCKING JACKET JACKET DOCKING SLEEVE PILE SOIL SPRINGS DOCKING SPRING FIG . 5 : 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 2 : CATLINES FORCE DISPLACEMENT ...
WWDCHOR DOCKING JACKET JACKET DOCKING SLEEVE PILE SOIL SPRINGS DOCKING SPRING FIG . 5 : 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 2 : CATLINES FORCE DISPLACEMENT ...
Page 100
20 20 DOCKING FORCE ( 1 ) O 5 O LQ Complete Prop . 1 -5 17 27 37 47 57 67 77 87 97 107 117 TIME ( s ) DOCKING FORCE ( t ) 16 22 8 6 4 2 Complete Prop . 2 Мимиши -2 17 27 37 47 57 67 77 87 97 107 117 TIME ( 8 ) FIG . 12 : COMPLETE x ...
20 20 DOCKING FORCE ( 1 ) O 5 O LQ Complete Prop . 1 -5 17 27 37 47 57 67 77 87 97 107 117 TIME ( s ) DOCKING FORCE ( t ) 16 22 8 6 4 2 Complete Prop . 2 Мимиши -2 17 27 37 47 57 67 77 87 97 107 117 TIME ( 8 ) FIG . 12 : COMPLETE x ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
An Analytical Model for Barge Collisions With Rigid Structures | 29 |
Copyright | |
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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