A time efficient methodology is described to evaluate the non linear extreme response of a riser connected to a FPSO subjected to wave induced loads in a stationary sea state. It is extended to cover all sea states and thus to assess the long term failure probability of the riser. The short term procedure is based on a classic time variant reliability method. It uses an approximation of the mean outcrossing rate, which is computed with the time invariant reliability method FORM (First Order Reliability Method).
Volume Subject Area:
Structures, Safety and Reliability
Topics:
Computational methods,
Design,
Failure,
Pipeline risers,
Probability,
Risers (Casting),
Reliability,
Seas,
Approximation,
FPSO,
Stress,
Waves
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Copyright © 2008
by ASME
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