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 25
... TABLE 2 MAXIMUM VERTICAL IMPACT LOADS FOR LIFT - OFF - COMPARISON BETWEEN MODEL TEST RESULTS AND LIFSIM RESULTS 7 LOAD ( MN ) Wave Type H , Heading ( m ) +3 T. Model LIFSIM ( s ) Tests ( kN ) ( Deg ) ( kN ) 0 2D 1.0 5.0 13837 9401 0 2D ...
... TABLE 2 MAXIMUM VERTICAL IMPACT LOADS FOR LIFT - OFF - COMPARISON BETWEEN MODEL TEST RESULTS AND LIFSIM RESULTS 7 LOAD ( MN ) Wave Type H , Heading ( m ) +3 T. Model LIFSIM ( s ) Tests ( kN ) ( Deg ) ( kN ) 0 2D 1.0 5.0 13837 9401 0 2D ...
Page 210
... Table 1 and Table 2. In order to study the effects of nonlinear mooring stiffness , the linear approximation of the response is calculated , as shown in the tables . softening of the mooring stiffness in linearization . This will lead ...
... Table 1 and Table 2. In order to study the effects of nonlinear mooring stiffness , the linear approximation of the response is calculated , as shown in the tables . softening of the mooring stiffness in linearization . This will lead ...
Page 310
... ( table 2 ) . TABLE 2 : Comparison Between Theoretical and Experimental Data in Elastic State Tube 2 ( 10-6 / MPa ) Tube 3 Tube 1 ( 10-6 / MPa ) ( 10-6 / MPa ) Theory Experience 12.3 12.9 10.5 12.3 10.6 Elastic limit 12.9 The elastic ...
... ( table 2 ) . TABLE 2 : Comparison Between Theoretical and Experimental Data in Elastic State Tube 2 ( 10-6 / MPa ) Tube 3 Tube 1 ( 10-6 / MPa ) ( 10-6 / MPa ) Theory Experience 12.3 12.9 10.5 12.3 10.6 Elastic limit 12.9 The elastic ...
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