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Experimental and numerical investigations on vibration performance of mass timber slab floors with floating concrete toppings

2025· article· en· W4407808202 on OpenAlexafffundabout
Chenyue Guo, Jianhui Zhou, Ying Hei Chui

Bibliographic record

VenueEngineering Structures · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Engineering and Vibration Analysis
Canadian institutionsUniversity of AlbertaUniversity of Northern British Columbia
FundersNatural Sciences and Engineering Research Council of CanadaUniversity of Northern British Columbia
KeywordsSlabStructural engineeringVibrationEngineeringGeologyAcousticsPhysics

Abstract

fetched live from OpenAlex

Mass timber floor systems face serviceability challenges such as deflection, sound insulation, and vibration due to their relatively light weight and low bending stiffness. Floating concrete topping is often applied to improve acoustic performance and fire resistance, though its impact on vibration performance is less understood. The current Canadian design standard CSA O86-24 suggests ignoring the effect of concrete topping when applying the vibration-controlled span equation if its area density is less than twice of the bare cross laminated timber (CLT) floor area density. Floating concrete toppings typically don’t necessitate mechanical fasteners, although limited tests have shown partial composite behavior. This study experimentally investigated the vibration performance and dynamic properties of mass timber slab floors with floating concrete toppings, examining two dowel laminated timber (DLT) floors with varying thicknesses, spans, concrete topping thicknesses, floor assemblies, and boundary conditions. Effective bending stiffness was derived from experimental data as inputs for fundamental natural frequency calculation. Additionally, two finite element models were developed for modal analysis of mass timber floors with floating concrete toppings. Results demonstrated that the floating concrete topping could significantly enhance the floor system’s vibration performance, improving an unacceptable bare timber floor to acceptable levels. However, its impact on the fundamental natural frequency depends in the thickness of the concrete topping and details of floating floor assemblies. Composite action between the concrete topping and timber slab existed even without mechanical fasteners, though the degree of this action varied across different assemblies. Accurate modeling of such floor systems can be achieved with careful consideration of input of material properties and partial composite action factors. • The vibration performance of mass timber slabs with floating concrete toppings was investigated experimentally. • Partial composite action behavior was observed with varying composite efficiency. • Recommendations for modal analysis of mass timber floors with floating concrete toppings were provided .

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 score0.002
Threshold uncertainty score0.005

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.001
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0020.000

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 head0.004
GPT teacher head0.194
Teacher spread0.190 · 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

Citations11
Published2025
Admission routes3
Has abstractyes

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