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 79
... response . In particular , the goal has been to look into the consequence for long - term fatigue calculation of modelling the springing response as a second- order , sum - frequency process as opposed to assuming that the springing ...
... response . In particular , the goal has been to look into the consequence for long - term fatigue calculation of modelling the springing response as a second- order , sum - frequency process as opposed to assuming that the springing ...
Page 101
... response quantity for both configurations . In addition , the axial force at the lower end of the steep wave and the angle at the upper end of the jumper were studied in less detail . These response quantities are important for the ...
... response quantity for both configurations . In addition , the axial force at the lower end of the steep wave and the angle at the upper end of the jumper were studied in less detail . These response quantities are important for the ...
Page 287
... RESPONSES AND THE. 1995 OMAE - Volume II , Safety and Reliability ASME 1995 ABSTRACT This paper describes the formulation of a suitable methodology for the development of response based design criteria ( RBDC ) . Criteria for critical ...
... RESPONSES AND THE. 1995 OMAE - Volume II , Safety and Reliability ASME 1995 ABSTRACT This paper describes the formulation of a suitable methodology for the development of response based design criteria ( RBDC ) . Criteria for critical ...
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