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 ΠΌ 0 10 20 30 40 50 Time ( s ) FIGURE 4 TRANSIENT STEEP WAVE AXIAL FORCE AT THE BEGINNING OF A SIMULATION . Axial force - upper end 41.0 min . 3.3 min . + Axial force - upper end 3.4 hr . 16.0 min . + Probability 0.9999 ...
... force - upper end ΠΌ 0 10 20 30 40 50 Time ( s ) FIGURE 4 TRANSIENT STEEP WAVE AXIAL FORCE AT THE BEGINNING OF A SIMULATION . Axial force - upper end 41.0 min . 3.3 min . + Axial force - upper end 3.4 hr . 16.0 min . + Probability 0.9999 ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
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acceptance criteria amplitude applied approach approximation assessment assumed axial force bending blowout buoy calculated coefficient components considered Cook Inlet crack growth defined developed distribution drilling Engineering equation estimated evaluation event extreme value distribution failure paths failure probability fatigue damage fatigue strength Figueira da Foz Figure frequency function given human error inspection installation jet fire joint kurtosis linear marine structures maxima measurements method nonlinear normal normally distributed North Sea Norway obtained offshore construction offshore structures operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedure random variables reliability analysis reliability index response risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulation SINTEF spectra spectrum statistical Statoil stochastic stress Table temperature tether uncertainty Weibull weld