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Critical path incremental loading procedure for system reliability analysis of offshore structures

Conference ·
OSTI ID:433652
 [1]
  1. Surabaya Inst. of Tech. (Indonesia)

A procedure is presented for the ultimate strength system reliability analysis of offshore structures. The structural system reliability model is generated through a so-called Critical Path Incremental Loading Procedure in which incrementation is performed along a failure path reflecting the lowest kinematic energy absorbed by the most significant failure path. This procedure reflects the existence of model dependence in structural system reliability, and environmental dependence due to the high loading roughness to which structural systems are generally subjected. No a priori load incrementation scheme is selected, but incrementation is applied on the most contributive load to fail member with the lowest reliability. The procedure can incorporate various member post-failure behavior models. A semi-probabilistic characterization of structural system redundancy is described which is suitable for early design situation in which different structural layouts leading to different significant failure paths and system reliabilities are contemplated. The procedure is demonstrated for the system reliability analysis of truss models of jacket structures. Results show that parallelization strategy to provide alternative and multiple failure paths is not always effective in attempts to increase the reliability of structural systems.

OSTI ID:
433652
Report Number(s):
CONF-940409--; ISBN 1-880653-10-9
Country of Publication:
United States
Language:
English

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