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Record W1146948018

Vibration characterisation of aluminium pedestrian bridges

2014· dissertation· en· W1146948018 on OpenAlex
Ann C. Sychterz

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.

aboutThe title or abstract carries a Canadian signal from the geographic lexicon.
no affNo Canadian affiliation: this work is invisible to an affiliation-only frame.
No Canadian affiliation. An affiliation-only frame, the usual design, would never have seen this work. It is one of the works that make the case for inverting the frame.

Bibliographic record

VenueUWSpace (University of Waterloo) · 2014
Typedissertation
Languageen
FieldEngineering
TopicStructural Engineering and Vibration Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsPedestrianAluminiumVibrationStructural engineeringEngineeringMaterials scienceAcousticsTransport engineeringPhysicsMetallurgy
DOInot available

Abstract

fetched live from OpenAlex

Despite several full-scale applications in Canada, the vibrational characteristics and performance of aluminium pedestrian bridges have not been studied comprehensively in the literature. There is a large degree of variability between design codes and standards, particularly in North America and Europe. This is in part due to a lack of comprehensive experimental test data on full-scale pedestrian bridges. This is compounded by a lack of agreement between researchers on the characterization of pedestrian induced loads and the interaction between loads and the structure. This thesis aims to bridge this gap by building and testing full-scale aluminum pedestrian bridges in a controlled laboratory test program. Results from the experimental program are presented, discussed in detail, and used to estimate the vibration characteristics of an aluminium pedestrian bridge of various lengths. These characteristics include the modal properties -- natural frequency, damping ratio, and mode shapes -- and human-structure interactions measured using accelerometers, load cells, and strain gauges. Using multiple signal processing techniques, these characteristics were extracted from the data. The results from the pedestrian loading tests were then used to assess the bridge specimens through the above-mentioned design codes. Finite element models of each specimen were built and used for parameter studies and model verification.
\n
\nThese data from full-scale pedestrian bridges are likely to shed new light on their vibrational behaviour and performance, and allow aluminium bridge designers to create competitive alternatives to bridges constructed with conventional materials. It is also anticipated that these tests will form a foundation for future research in the area of pedestrian bridge load modelling.

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: Bench or experimental · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.270
Threshold uncertainty score0.892

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 head0.006
GPT teacher head0.177
Teacher spread0.170 · 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