MétaCan
Menu
Back to cohort
Record W4416022157 · doi:10.1016/j.jobe.2025.114587

Analytical model for lateral deflection of multi-storey platform-type CLT shear walls accounting for floor-wall interaction

2025· article· en· W4416022157 on OpenAlexafffund
Mohammad Masroor, Daniele Casagrande, Thomas Tannert, Ghasan Doudak

Bibliographic record

VenueJournal of Building Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicSeismic Performance and Analysis
Canadian institutionsUniversity of OttawaUniversity of Northern British Columbia
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsShear wallShear (geology)Deflection (physics)StiffnessRotation (mathematics)Matrix (chemical analysis)Stiffness matrix

Abstract

fetched live from OpenAlex

The lateral design of multi-panel CLT shear walls requires reliable prediction of elastic rocking drift, yet most existing methods are limited to single-storey systems and neglect floor-wall interactions. This paper presents a design-oriented analytical framework for multi-storey, multi-panel walls under coupled-panel (CP) behaviour. A generalized matrix formulation is developed to compute the rocking rotations of floors and wall panels at each storey, applicable to any configuration of storeys and panels. The analytical conditions required to ensure CP behavior are derived and discussed. To validate the model’s mathematical accuracy and practical applicability, numerical models involving two- and four-storey configurations with varying numbers of panels are analyzed. Additionally, experimental results from a two-storey, two-panel shear wall test available in literature are used to verify the predictive performance of the proposed approach. The results demonstrate that the method provides accurate estimates of lateral deformation and offers a viable analytical tool for the design of CLT shear wall systems in multi-storey applications. A comparison between the analytical model introduced in this study and that of established previously with no wall-floor interaction are presented, indicating significant impact of such introduction on reducing the CLT shear wall inter-storey rocking deformation. • Analytical model predicts rocking of multi-storey CLT walls with floor interaction. • Matrix expressions yield wall and floor rocking rotations for any panel–storey set. • CP behaviour requirements developed for side and middle panels. • FE walls (2-4 storeys, 2-4 panels) confirm model accuracy and key assumptions. • Tests show rotation errors: 2–9% (1st storey) and 4–17% (2nd), high fidelity.

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 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: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.455
Threshold uncertainty score0.565

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
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 head0.026
GPT teacher head0.292
Teacher spread0.266 · 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 teacher head, not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designSimulation or modeling
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

Citations3
Published2025
Admission routes2
Has abstractyes

Explore more

Same venueJournal of Building EngineeringSame topicSeismic Performance and AnalysisFrench-language works237,207