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Record W1966884260 · doi:10.4043/22069-ms

Ice Actions in ISO 19906 - Overview

2011· article· en· W1966884260 on OpenAlexaff
T. Karna, R. Frederking, Karl Shkhinek

Bibliographic record

VenueOTC Arctic Technology Conference · 2011
Typearticle
Languageen
FieldEarth and Planetary Sciences
TopicArctic and Antarctic ice dynamics
Canadian institutionsCanadian Cardiovascular Society
Fundersnot available
KeywordsProbabilistic logicLimit (mathematics)LimitingAction (physics)Computer scienceScale (ratio)Sea iceEnvironmental scienceMeteorologyEngineeringMathematicsPhysicsMechanical engineeringArtificial intelligence

Abstract

fetched live from OpenAlex

Abstract Eighteen ice experts from nine countries were actively involved in the development of new guidelines for ice actions that are an essential part of the new standard ISO 19906. This paper provides an overview of the methods that are recommended for ice action determination. This standard is based on the limit states design method. Therefore, guidelines are provided for ice actions in four different categories of limit states. Characteristic values of ice actions depend on the limit state concerned and also on the life-safety and consequence categories that are applicable to a structure. As a general principle, design shall be carried out separately for global ice actions, local ice actions and for dynamic ice actions. Operational procedures may be used to reduce ice actions. Ice action scenarios need to be selected by taking account of the specific conditions in the ice regime for which a structure is designed. Data from full scale measurements on instrumented structures were the basis for developing methods for calculating ice actions. These methods are recommended for the practical determination of design ice actions on offshore structures. Both probabilistic and deterministic methods can be used. For many action scenarios, it is useful to consider limit-stress, limit-energy and limit-force mechanisms as well as specific ice failure modes. ISO 19906 provides a variety of methods and formulas that consider these limiting mechanisms and ice failure modes for the determination of global ice actions. Three methods for determining local ice actions in different conditions are provided. Basic modes of dynamic ice actions are described and simple models are provided for vertical and conical structures. 1. Introduction Several surveys of predicted ice actions have been carried out in recent years (Shkhinek et al. (1994); Croasdale (1994) and Timco and Croasdale (2006)). International experts were invited in these surveys to determine ice actions for a few basic scenarios. These studies have revealed little consensus and a wide spread in the predicted values of ice actions. This situation has been a good reason for the development of the new standard ISO 19906, which should significantly reduce the discrepancies in the prediction of ice actions. The new guidelines of ice action determination are provided in the sub-clauses 8.2 and A.8.2 of the new standard. These clauses were written by an international group of eighteen experts from nine countries, as shown in Table 1. The resulting clause is the consensus of these experts. It is well known that formulas on ice action can not be derived directly from first principles. Empirical factors that are obtained from experiments play a very central role in all ice load prediction. The new standard emphasizes the importance of full-scale data.

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)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesInsufficient payload (model declined to judge)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Observational · Consensus signal: Observational
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.094
Threshold uncertainty score0.994

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.001
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0070.001

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 head0.057
GPT teacher head0.242
Teacher spread0.184 · 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.

Study designObservational
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".

Quick stats

Citations0
Published2011
Admission routes1
Has abstractyes

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