MétaCan
Menu
Back to cohort
Record W3199837396 · doi:10.22215/etd/2019-13605

Structural health assessment of bridges by long-term vibration monitoring and automated operational modal analysis

2019· dissertation· en· W3199837396 on OpenAlexaboutno aff
Serge Desjardins

Bibliographic record

Venuenot available
Typedissertation
Languageen
FieldEngineering
TopicStructural Health Monitoring Techniques
Canadian institutionsnot available
Fundersnot available
KeywordsOperational Modal AnalysisStructural health monitoringIdentification (biology)ModalBridge (graph theory)EngineeringInstrumentation (computer programming)Modal analysisComputer scienceData processingSystems engineeringStructural engineeringFinite element methodDatabase

Abstract

fetched live from OpenAlex

The goal of Vibration based structural health monitoring (VBSHM) applications is reliable and consistent non-destructive condition assessments of civil engineering structures. The main objective of this thesis is to contribute to, and to expand on, the current knowledge of VBSHM, with a focus on both the practical aspects such as instrumentation, data collection, data management and large scale data processing, and on the theoretical aspects such as advanced analysis and interpretation through improved system identification, automated operational modal analysis and long-term tracking of modal estimates which will lead to proper condition assessment. The Confederation Bridge's long-term remote vibration monitoring project in eastern Canada provides an important backdrop for the work described in this thesis. The path to reliable and consistent condition assessments from vibration response measurements is through a thorough understanding of the causes of uncertainties and variability in the analysis results. The well-established Stochastic Subspace Identification (SSI) technique is improved and automated to reduce the uncertainty associated with computation and human error. A new Automated Inline Full Space Identification (AI-FSI) technique which integrates all aspects of automated modal parameter estimations (MPE) and modal tracking is presented in this thesis. With the new tools integrated in the third version of the signal processing platform for analysis of structural health (SPLASH), the processing and analysis of all the historical data collected by the Confederation Bridge monitoring project since 1998 was completed. This represents over 250000 logger files, 40000 hours of recording and 28TB of raw and processed data collected over 20 years. Several possible sources of environmental and operational variability are identified and quantified. Through multiple regression analysis it has been shown that these identified sources of variability can explain between 24% and 53% of the variations observed in the estimated modal frequencies (depending on the mode). This is a significant finding that can further improve damage identification techniques that use modal features. A novel approach using a change point algorithm to detect mean shifts in the residual frequencies attributable to possible damage is successful in identifying small shifts in frequencies (from 0.68% to 0.95% of mean frequency).

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 categoriesMeta-epidemiology (narrow)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Observational · Consensus signal: Observational
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.171
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0000.000

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 head0.014
GPT teacher head0.355
Teacher spread0.340 · 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

Citations5
Published2019
Admission routes1
Has abstractyes

Explore more

Same topicStructural Health Monitoring TechniquesFrench-language works237,207