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 ) FO T , Model LIFSIM ( s ) Tests ( kN ) ( Deg ) ( kN ) 0 2D 1.0 0 2D 2.0 0 2D 1.0 07 ...
... 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 ) FO T , Model LIFSIM ( s ) Tests ( kN ) ( Deg ) ( kN ) 0 2D 1.0 0 2D 2.0 0 2D 1.0 07 ...
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 Tube 1 ( 10-6 / MPa ) ( 10-6 / MPa ) Tube 3 ( 10-6 / MPa ) Theory Experience 12.9 12.9 10.5 12.3 12.3 10.6 Elastic limit The elastic ...
... ( table 2 ) . TABLE 2 : Comparison Between Theoretical and Experimental Data in Elastic State Tube 2 Tube 1 ( 10-6 / MPa ) ( 10-6 / MPa ) Tube 3 ( 10-6 / MPa ) Theory Experience 12.9 12.9 10.5 12.3 12.3 10.6 Elastic limit The elastic ...
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