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Record W2075437069 · doi:10.1680/stbu.2010.163.4.267

Moment-resisting bolted timber connections

2010· article· en· W2075437069 on OpenAlexaff
Frank Lam, Maik Gehloff, M. Closen

Bibliographic record

VenueProceedings of the Institution of Civil Engineers - Structures and Buildings · 2010
Typearticle
Languageen
FieldEngineering
TopicStructural Load-Bearing Analysis
Canadian institutionsUniversity of British Columbia
Fundersnot available
KeywordsStructural engineeringConnection (principal bundle)ReinforcementPerpendicularMoment (physics)Materials scienceEnhanced Data Rates for GSM EvolutionFastenerComposite materialEngineeringMathematicsGeometryPhysics

Abstract

fetched live from OpenAlex

This paper evaluates the performance of moment-resisting bolted timber connections with self-tapping wood screws acting as perpendicular-to-grain reinforcement. Considering an unreinforced joist-to-column connection with slotted-in steel plates as baseline, an increase in capacity by a factor of 1·7 was observed when the connections were reinforced with self-tapping screws under reverse cyclic loading. This was further increased by 22·5% when the bolt diameter in the reinforced connection was increased from 19·0 to 25·4 mm. Reducing the edge distances of the bolts in the reinforced connection provided addition gain in capacity of 35·3% to a total capacity increase by a factor of 2·9 when compared to the unreinforced connections while maintaining very ductile behaviour. The results show that it is feasible to create ductile and high-capacity moment-resisting bolted timber connections with self-tapping wood screws as reinforcements.

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)0.000
metaresearch head score (Gemma)0.001
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.003
Threshold uncertainty score0.009

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
Science and technology studies0.0000.000
Scholarly communication0.0000.001
Open science0.0010.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0030.001

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 head0.004
GPT teacher head0.191
Teacher spread0.187 · 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 designBench or experimental
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

Citations95
Published2010
Admission routes1
Has abstractyes

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Same venueProceedings of the Institution of Civil Engineers - Structures and BuildingsSame topicStructural Load-Bearing AnalysisFrench-language works237,207