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Integrated Life-Cycle Framework for Optimal Inspection, Monitoring and Maintenance under Uncertainty: Applications to Highway Bridges and Naval Ship Structures

2011· article· en· W17816685 on OpenAlexaboutno aff
Sunyong Kim

Bibliographic record

Venuenot available
Typearticle
Languageen
FieldEngineering
TopicConcrete Corrosion and Durability
Canadian institutionsnot available
Fundersnot available
KeywordsHighway maintenanceEngineeringConstruction engineeringSystems engineeringEnvironmental scienceComputer scienceForensic engineeringTransport engineering

Abstract

fetched live from OpenAlex

Existing engineering structures are continuously deteriorating and their lifetimes are limited. In order to help ensure the structural safety and extend the service life of existing deteriorating structures, significant research efforts for establishing cost-effective maintenance strategies have been made. A life-cycle analysis usually depends on structural assessment and prediction models under uncertainty. The accuracy associated with these models can be considerably improved if the data from structural health monitoring (SHM) are used efficiently. Therefore, integration of SHM into maintenance management has recently been considered as a significant tool for rational maintenance planning. Improved accuracy of structural performance assessment and prediction by SHM can lead to timely and appropriate maintenance interventions, resulting in reduction of both expected failure cost and expected maintenance cost of deteriorating structural systems. In order to maximize this potential benefit of SHM, information from monitoring has to be used appropriately, and an effective optimum monitoring planning is necessary. Furthermore, lifetime optimization of inspection, monitoring, and maintenance strategies needs to be investigated in a life-cycle management framework. The main focus of this study is the development of a rational probabilistic integrated framework for optimum inspection, monitoring and maintenance planning. Based on concepts of probability and reliability, novel approaches to assess and predict the structural performance using SHM data are developed and applied to existing highway bridges. For optimum inspection and monitoring planning under uncertainty, several probabilistic approaches are developed in this study. Optimization formulations for these approaches are based on the concepts of availability, damage detection delay, and time-based safety margin. The inspection or monitoring plan is a solution of a multi-objective optimization problem under uncertainty. The uncertainties associated with damage occurrence and propagation, and quality of inspection method are considered within the optimization problem. These approaches are applied to deteriorating structures (i.e., highway bridges, naval ships) under various deterioration mechanisms (i.e., corrosion, fatigue). Furthermore, considering the effects of probabilities of damage detection and repair on future structural performance, the optimum inspection and maintenance strategy under uncertainty are addressed to extend the lifetime of deteriorating structures.

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 machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.006
metaresearch head score (Gemma)0.010
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.031
Threshold uncertainty score0.062

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0060.010
Meta-epidemiology (narrow)0.0010.001
Meta-epidemiology (broad)0.0020.001
Bibliometrics0.0020.002
Science and technology studies0.0010.001
Scholarly communication0.0030.002
Open science0.0020.002
Research integrity0.0020.001
Insufficient payload (model declined to judge)0.0060.001

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 head0.031
GPT teacher head0.260
Teacher spread0.229 · 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 source (direct Gemma or distilled Codex), not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designSimulation or modeling
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

Citations3
Published2011
Admission routes1
Has abstractyes

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