Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 101
... force were estimated from preliminary time domain simulations of 41 minutes . The estimated spectra and relative phase angles for the axial force at the upper end of both configurations are shown in Fig . 2 . AXIAL FORCE FOR THE STEEP ...
... force were estimated from preliminary time domain simulations of 41 minutes . The estimated spectra and relative phase angles for the axial force at the upper end of both configurations are shown in Fig . 2 . AXIAL FORCE FOR THE STEEP ...
Page 102
... force and angle in Fig . 7 for a different wave record than that used to estimate the response spectra . The interval shown contains the two largest axial force maxima in this simulation . Of the three large axial force maxima in this ...
... force and angle in Fig . 7 for a different wave record than that used to estimate the response spectra . The interval shown contains the two largest axial force maxima in this simulation . Of the three large axial force maxima in this ...
Page 105
... force - upper end ни 40 10 20 30 40 50 Time ( s ) TRANSIENT STEEP WAVE AXIAL FORCE AT THE BEGINNING OF A SIMULATION . Axial force - upper end Axial force - upper end 3.4 hr . 16.0 min . + 0.9999 0.9990 0.9900 41.0 min . 3.3 min . + ...
... force - upper end ни 40 10 20 30 40 50 Time ( s ) TRANSIENT STEEP WAVE AXIAL FORCE AT THE BEGINNING OF A SIMULATION . Axial force - upper end Axial force - upper end 3.4 hr . 16.0 min . + 0.9999 0.9990 0.9900 41.0 min . 3.3 min . + ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 79 |
Reducing Simulation Lengths in Extreme Response Estimation of a Flexible Riser | 99 |
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acceptance criteria ALARP applied approach assessment assumed blowout blowout frequency calculated coefficient collisions components considered Cook Inlet crack growth curve database defined developed distribution drilling effect elements Engineering equation estimated evaluation event extreme failure probability fatigue damage Figueira da Foz Figure function given human error inspection installation joint kurtosis limit linear load marine structures maxima mean measures method normal normally distributed North Sea Norway Norwegian offshore construction offshore structures OHRAT operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedures random variables reliability analysis response riser risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulations SINTEF spectra spectrum statistical Statoil stress Table temperature tether uncertainty values velocity water depth weld