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Structural Robustness-based SHM Point Arrangement Strategy for In-service Cable-stayed Bridge Subjected to Cable Damage Effect

2020· article· en· W3091170434 on OpenAlexaff
Qiwen Jin, Zheng Liu

Bibliographic record

Venue2020 Asia-Pacific International Symposium on Advanced Reliability and Maintenance Modeling (APARM) · 2020
Typearticle
Languageen
FieldEngineering
TopicStructural Health Monitoring Techniques
Canadian institutionsUniversity of British Columbia, Okanagan CampusUniversity of British Columbia
Fundersnot available
KeywordsRobustness (evolution)Structural health monitoringStructural engineeringGirderReliability engineeringBridge (graph theory)Computer scienceEngineering

Abstract

fetched live from OpenAlex

In-service bridge safety accidents occur occasionally, especially for the structures after a long-term service. One example is the cable-stayed bridge, a common high order statically indeterminate structure usually designed with multiple components. Affected by natural environment (e.g., temperature) and fatigue factor, the stay cable is more vulnerable to suffer different damage effects (e.g., corrosion) and should be monitored over time. However, a large number of structural health monitoring (SHM) sensors are usually arranged with consideration of traditional methods (e.g., full-scale load test). A detailed analysis on the structural robustness of in-service bridge subjected to different damage effects is also urgently needed. The vulnerable part or component can then be located as SHM point for a long-term monitoring. As a part of a series of study, this study focuses on the structural robustness-based SHM point arrangement of in-service cable-stayed bridge subjected to cable failure. A general technical process of the SHM point arrangement strategy of in-service bridge is proposed firstly. The evaluation index of structural robustness and the typical characteristic of in-service bridge are introduced firstly. An in-service cable-stayed bridge is then taken as a case study. The finite element (FE) analysis model is established. A detailed comparison and verification is also performed with consideration of previous studies. This study indicates that a general similar trend can be observed for the structural robustness of in-service cable-stayed bridge. The elements with smaller structural robustness of the main girder of this kind of bridge are basically located around the cross section at auxiliary pier. The next is the cross section around the middle part of middle span and side span. Thus, the SHM point should be generally arranged at around the cross section at the auxiliary pier firstly, and the next is around the middle span and side span. Moreover, the longer stay cable should also be located as SHM point or at least be worthy of our attention. With consideration of financial funding factor and other specific requirements, a higher proportion of the elements of main girder and stay cable can be further arranged as the SHM points for a long-term monitoring. This study can make us a better understanding of the structural robustness of in-service cable-stayed bridge. The SHM point arrangement of this kind of bridge can be more targeted, and the number of SHM sensors can also be greatly reduced.

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: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.123
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0010.001
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.001
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 head0.021
GPT teacher head0.278
Teacher spread0.257 · 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 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".

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Citations0
Published2020
Admission routes1
Has abstractyes

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