Assessment of offshore platforms under subsidence - Part II: Analysis and results

Citation
Ak. Jha et al., Assessment of offshore platforms under subsidence - Part II: Analysis and results, J OFFSH MEC, 122(4), 2000, pp. 267-273
Citations number
12
Categorie Soggetti
Mechanical Engineering
Journal title
JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME
ISSN journal
08927219 → ACNP
Volume
122
Issue
4
Year of publication
2000
Pages
267 - 273
Database
ISI
SICI code
0892-7219(200011)122:4<267:AOOPUS>2.0.ZU;2-E
Abstract
An assessment of three offshore platforms in the Valhall field of the North Sea is described in this paper. Ultimate strength and reliability analyses were performed for the jacket-type platforms for four levels of sea floor subsidence. The nonlinear structural models of the platform elements, joint s, and associated soil-structure interaction are summarized in a companion paper by Gebara et al., 2000, "Assessment of Offshore Platforms Under Subsi dence-Part I: Approach.'' ASME J. Offshore Mech. Arct. Eng., 122, pp. 260-2 66. Similarly, environmental loads and reliability acceptance criteria are presented by Pawsey et al., 1998. "Characterization of Environmental Loads on Subsiding Offshore Platforms, " OMAE98, Lisbon, Portugal, and Stahl et a l., 1998, Acceptance Criteria for Offshore Platforms, " OMAE98, Lisbon, Por tugal, respectively. This paper describes the procedures employed and resul ts obtained for ultimate strength and reliability analysis. Ultimate platfo rm strength was calculated using a pushover analysis in which environmental loads for increasingly rare events were applied incrementally until the pl atform failed. Failure was defined as formation of a limiting mechanism in the platform structure or foundation. Structural reliability analysis was p erformed to estimate the annual probability of platform failure as a functi on of subsidence level. The platform structural system was modeled in terms of two major subsystems that were assessed as likely to fail: (i) the plat form deck, and (ii) the platform jacket and piles. Uncertainties were inclu ded in the loads structural components and soil strengths based on industry experience and data. First and second-order reliability methods (FORM/SORM ) were used to estimate the annual failure probabilities. Consideration was given to the correlated nature of the failure modes due to the common envi ronmental loads. The reliability results were compared with predefined acce ptance criteria to judge the suitability of continued operations.