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Record W2052795156 · doi:10.4043/22070-ms

Probabilistic Ice Loads Assessments for Arctic Regions: Inputs for Calibration of ISO 19906

2011· article· en· W2052795156 on OpenAlexaff
Mark Fuglem, Paul Stuckey, Ian Jordaan

Bibliographic record

VenueOTC Arctic Technology Conference · 2011
Typearticle
Languageen
FieldEarth and Planetary Sciences
TopicArctic and Antarctic ice dynamics
Canadian institutionsCentre For Cold Ocean Resources Engineering
Fundersnot available
KeywordsArcticSea iceEnvironmental scienceRidgeCalibrationSubmarine pipelineRange (aeronautics)PermafrostProbabilistic logicMeteorologyGeologyClimatologyStatisticsEngineeringMathematicsOceanographyGeography

Abstract

fetched live from OpenAlex

Abstract The characteristics of first-year and multi-year sea ice and icebergs in different offshore regions in the world vary significantly, resulting in varied ice load distributions depending on the specific ice types, environment, and platform characteristics. As part of the development and validation of action factors for design ice loads for the new International Standard ISO 19906 "Petroleum and natural gas industries-Arctic offshore structures", ice load distributions were derived for a broad range of arctic and subarctic conditions and structure types. The results provided necessary input for the calibration of ISO 19906. A methodology for probabilistic analysis of ice loads for various regions has been developed. Important results on the hazard curves were obtained, and these results point to areas where further research is needed in arctic structure design. In the subsequent calibration of action factors, generally results consistent with accepted practice were found, resulting in action factors of 1.35 for Extreme-Level Ice Events (ELIE), and 1.0 for Abnormal-Level Ice Events (ALIE). It was found that the Wang and Croasdale models for multi-year ridge interactions with sloped and conical structures required action factors higher than 1.35. On further review, it was confirmed that these models do result in load distributions with relatively fat tails, requiring higher action factors. It is believed that these results occur because the effect of scaling of flexural strength and other factors related to the scale effect are not taken into account, and that a higher action factor is not necessarily warranted. An overview of the scenarios considered and the methods used to determine load distributions is provided in this paper. The calibration procedure and resulting action factors are described in related papers. Introduction T he design procedures in the ISO 19906 International Standard are based on estimated ice loads associated with Extreme-Level Ice Events (ELIE) and Abnormal-Level Ice Events (ALIE). ELIE corresponds to an annual probability of exceedance of 10–2 and ALIE corresponds to an annual probability of exceedance of 10–4 (Thomas, 2011). Action and resistance factors are calibrated to achieve target reliability levels (Maes, 2011). Good calibration requires that the slope of the tails of annual maximum load distributions be well defined. For example, if the design load is the ELIE load multiplied by an action factor, then to ensure reasonably consistent reliability levels, the probability of exceeding loads larger than the ELIE load must be reasonably well established. The process is illustrated in Figure 1. Given load and resistance distributions, a convolution integration can be performed to determine the probability that the load is greater than the resistance. Given characteristic values, such as the load and resistance at 10–2 and 10–1 annual probabilities of exceedance respectively, the action and resistance factors are used to control the spacing between the distributions and hence the probability of failure. If the tails of distributions behave consistently then it is possible to calibrate to achieve consistent action factors.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

How this classification was reachedexpand

Full frame distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.001
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Theoretical or conceptual · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.703
Threshold uncertainty score0.846

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.001
Scholarly communication0.0000.000
Open science0.0010.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0000.000

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.042
GPT teacher head0.258
Teacher spread0.216 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Classification

machine, unvalidated

Machine predicted; a candidate call from one teacher head, not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designTheoretical or conceptual
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

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Citations0
Published2011
Admission routes1
Has abstractyes

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