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Performance of mass timber connections under simulated seismic and wind rates of loading: An experimental study

2025· article· en· W4417492776 on OpenAlexaff
Jianan Chen, Frank Lam, Minghao Li, Benoit P. Gilbert, Hong Guan

Bibliographic record

VenueConstruction and Building Materials · 2025
Typearticle
Languageen
FieldEngineering
TopicWood Treatment and Properties
Canadian institutionsUniversity of British Columbia
FundersAustralian Research Council
KeywordsSeismic loadingEarthquake resistanceMonotonic functionWork (physics)Wind speedInclination angleTest methodCross laminated timber

Abstract

fetched live from OpenAlex

This paper presents the effects of simulated seismic and wind loading rates on the performance of mass timber connections. This study focuses on peak resistance as the primary performance parameter, which is associated with the duration-of-load (DOL) factors. T-tests were performed to evaluate whether the differences in peak resistance between specimens subjected to higher versus regular loading rates were statistically significant. Experimental work included monotonic tests and reversed cyclic tests on typical connections that were used in mass timber structures, namely spline joints, hold-down connections, angle brackets, and glued laminated timber (Glulam)-to-Cross Laminated Timber (CLT) diaphragm connections. For each configuration, two density-matched groups of specimens were tested: one under a regular rate of loading, failing within 2–10 min, and the other under a higher rate of loading, simulating seismic and wind conditions, with failure occurring within 1–10 s. Under higher loading rates, the average peak resistance increased by 6 %–10 % for spline joints and by 9 %–19 % for Glulam-to-CLT connections. In contrast, no increase was recorded for hold-down connections or angle brackets. Importantly, test observations confirmed that higher loading rates did not alter the failure modes of the connections. These findings highlight the significance of accounting for loading-rate effects in the design and evaluation of mass timber connections under seismic and wind loading conditions. • The effect of simulated seismic and wind loading rates on mass timber connections was experimentally investigated. • Monotonic and reversed cyclic tests were conducted to evaluate connection performance under different loading rates. • At higher loading rates, average peak resistance increased by 6 %–10 % for spline joints and 9 %–19 % for Glulam-to-CLT connections.

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)0.001
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 score0.010

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0010.000
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0030.000

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 head0.016
GPT teacher head0.260
Teacher spread0.244 · 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

Citations2
Published2025
Admission routes1
Has abstractyes

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