MétaCan
Menu
Back to cohort
Record W2937202072 · doi:10.2749/vancouver.2017.2285

The dynamic evaluation of composite materials footbridges

2017· article· en· W2937202072 on OpenAlex

Why this work is in the frame

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

affAt least one author lists a Canadian institution in the pinned OpenAlex snapshot.

Bibliographic record

VenueReport · 2017
Typearticle
Languageen
FieldEngineering
TopicStructural Engineering and Vibration Analysis
Canadian institutionsUniversity of Waterloo
Fundersnot available
KeywordsStructural dynamicsNatural frequencyVibrationStructural engineeringModalModal analysisDynamic load testingAccelerationPedestrianDynamic testingDynamic loadingTraffic volumeComputer scienceEngineeringCivil engineeringFinite element methodTransport engineeringPhysicsAcousticsMaterials science

Abstract

fetched live from OpenAlex

<p>The dynamic analyses of two examples of composite footbridges are presented in this paper. The investigation focussed on the comparison of dynamic responses to different types of dynamic load – specifically, pedestrian movement, traffic loads and rail loads. For dynamic analyses, a set of 3D models of the footbridges was prepared using the ABAQUS software program. The first step of the analysis was to determine the dynamic characteristics of the structure, i.e. its mode shapes and natural frequencies. Modal analyses revealed that the lowest natural frequency of one footbridge coincides with the frequency of pedestrian steps while walking or running; therefore, an evaluation of the dynamic response to these types of human actions was performed in order to identify the possible resonance phenomena. In the next stage, the authors assessed the dynamic response of the footbridges to typical traffic loads; these types of load are transmitted to the structure through the ground and foundations. Such an assessment appears to be necessary due to potential increases in the number of vibration sources arising from changes in the types and volume of traffic over time. It should be noted that traffic loads, which are a source of vibration for footbridges that are located over highways or railways, constitute an interesting yet still under-recognised problem concerning footbridges. For the analyses, representative time histories relating to the passage of a heavy goods vehicle and a train were used. The results of the analyses were compared with acceptability limits, with regard to levels of acceleration, in order to assess levels of vibration serviceability. The analyses revealed that the dynamic responses to both road traffic and rail loads are of a lower magnitude than the responses to the movements of human users.</p>

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.

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 categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.344
Threshold uncertainty score0.132

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
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 head0.019
GPT teacher head0.295
Teacher spread0.277 · 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