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Record W4407752745 · doi:10.1177/87552930251316263

Seismic design and performance evaluation of post‐tensioned CLT shear walls with coupling U‐shaped flexural plates in Canada

2025· article· en· W4407752745 on OpenAlexafffundabout
Huanru Zhu, Matiyas A. Bezabeh, Asif Iqbal, Marjan Popovski, Zhiyong Chen

Bibliographic record

VenueEarthquake Spectra · 2025
Typearticle
Languageen
FieldEngineering
TopicSeismic Performance and Analysis
Canadian institutionsFPInnovationsUniversity of Northern British ColumbiaMcGill University
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsSeismic hazardShear wallStructural engineeringOpenSeesEngineeringEarthquake shaking tableCross laminated timberInduced seismicitySeismic analysisDissipationUnreinforced masonry buildingFlexural strengthLow-riseGeotechnical engineeringGeologyCivil engineeringMasonryReinforced concrete

Abstract

fetched live from OpenAlex

Post‐tensioned cross‐laminated timber (PT‐CLT) walls coupled with U‐shaped flexural plates (UFPs) have proved to be a low‐damage seismic force‐resisting system (SFRS) due to their self‐centering capability and stable energy dissipation. Global efforts have been made to explore the applicability of PT‐CLT walls as primary SFRSs in mass timber buildings. Adoption of the sixth‐generation Seismic Hazard Model (SHM6) in the 2020 National Building Code of Canada resulted in a nationwide increase in seismic hazard. Given the increased popularity of mass timber buildings and the elevated seismic hazard, a comprehensive study is required to examine their performance in high seismic regions with complex seismotectonics, such as southwestern British Columbia, Canada. Therefore, this article presents the seismic design and performance evaluation of three‐, six‐, and nine‐story mass timber buildings that use PT‐CLT shear walls with coupling UFPs as SFRS for the seismicity of Vancouver, Canada. The prototype buildings were designed using the direct displacement‐based design (DDBD) approach considering the SHM6. Two‐dimensional fiber‐based numerical models were developed in OpenSeesPy and validated with full‐scale quasi‐static cyclic and shaking table experimental tests. Nonlinear static and response history analyses were carried out to assess the structural responses and validate the DDBD procedure. Incremental dynamic analyses (IDA) were conducted using 80 ground motions selected for each building to develop fragilities and to estimate collapse margin ratios (CMRs). The IDA results demonstrate that all the examined buildings have adequate CMRs compared with acceptable limits in the literature. Overall, this study demonstrated that PT‐CLT walls with coupling UFPs are a potential SFRS alternative in Canada's high seismic‐risk regions.

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 score0.216
Threshold uncertainty score0.959

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
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 head0.011
GPT teacher head0.206
Teacher spread0.196 · 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

Citations13
Published2025
Admission routes3
Has abstractyes

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