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Record W4412981296 · doi:10.1016/j.jobe.2025.113671

Investigating structural interactions in one-story segmented CLT shear walls: The role of floors, parapets, and lintels

2025· article· en· W4412981296 on OpenAlexafffund
Seyed Saeed Askariani, Fawad Ahmed Najam, Marjan Popovski, Lisa Tobber

Bibliographic record

VenueJournal of Building Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicMasonry and Concrete Structural Analysis
Canadian institutionsFPInnovationsOkanagan University CollegeUniversity of British Columbia, Okanagan CampusUniversity of British Columbia
FundersMitacs
KeywordsStructural engineeringShear (geology)Structural integrityShear wallMaterials scienceEngineeringGeotechnical engineeringGeologyComposite material

Abstract

fetched live from OpenAlex

Many numerical and experimental investigations have explored the behavior of CLT shear walls under lateral loads; however, there remains a gap in understanding the effect of structural interactions between wall panels and other structural elements, such as floors, parapets, and lintels in case of segmented CLT shear walls subjected to lateral loads. This study investigates the influence of these interactions on the lateral response of single-story multi-panel segmented CLT shear walls. For this purpose, various detailed numerical models that include floors, lintels and parapets are employed. The nonlinear behavior of connections is calibrated against existing test data to validate the accuracy of the finite element models in reproducing the hysteretic behavior of previously tested segmented CLT shear walls. These models are used to analyze various segmented CLT shear walls with different geometries, wall panel aspect ratios, floor panel bending stiffnesses, and vertical stiffnesses of wall-to-floor connections above to explore the key characteristics of their response such as lateral strength, inelastic deformation capacity, yielding hierarchy and failure modes. The results indicated that excluding the contribution of secondary structural elements (i.e., floor panels, parapets, and lintels) to the lateral response of segmented CLT shear walls can lead to overestimating deformation capacity, especially for high-aspect-ratio panels, while underestimating lateral strength and stiffness. These findings offer important insights for the seismic design and detailing of segmented CLT shear walls, highlighting the need to account for these interactions to achieve more reliable and efficient performance in practice.

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: none
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)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
Science and technology studies0.0000.000
Scholarly communication0.0010.001
Open science0.0000.001
Research integrity0.0010.000
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 head0.007
GPT teacher head0.222
Teacher spread0.214 · 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

Citations1
Published2025
Admission routes2
Has abstractyes

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