MétaCan
Menu
Back to cohort
Record W4417094914 · doi:10.1186/s44147-025-00805-7

Sustainable seismic retrofitting of masonry walls using FRP composites: numerical analysis and parametric optimization

2025· article· en· W4417094914 on OpenAlex

Why this work is in the frame

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

affAt least one author lists a Canadian institution in the pinned OpenAlex snapshot.

Bibliographic record

VenueJournal of Engineering and Applied Science · 2025
Typearticle
Languageen
FieldEngineering
TopicMasonry and Concrete Structural Analysis
Canadian institutionsUniversity of Alberta
FundersHigher Education Discipline Innovation ProjectNational Natural Science Foundation of China
KeywordsRetrofittingFibre-reinforced plasticMasonrySeismic retrofitParametric statisticsDissipationMasonry veneerUnreinforced masonry building

Abstract

fetched live from OpenAlex

Abstract Masonry structures, despite their widespread historical use, inherently exhibit high brittleness, which renders them prone to cracking and structural failure under various loading conditions; to deepen the understanding of masonry performance and offer valuable insights for the design and retrofitting of such structures, this study employs Finite Element Analysis (FEA) to investigate the structural response of masonry walls under two types of loading—cyclic concentrated transverse point loading and monotonic loading. To mitigate in-plane cracks, three strengthening schemes using Fiber Reinforced Polymer (FRP) sheets were implemented and their effectiveness compared, with results showing that FRP sheets achieved superior crack control performance; furthermore, a parametric study was carried out to evaluate different FRP sheet configurations under cyclic loading, focusing on their effects on force-displacement behavior, crack morphology, and peak load capacity. Among the tested configurations, the FRP layout of Case 1 (diagonal configuration) notably improved seismic resistance by reducing sliding failure and achieving more efficient stress distribution—resulting in an approximately 62% increase in peak force compared to the control model—and the results further highlight that Case 1 exhibits superior energy dissipation capacity, ductility, and stiffness retention, making it the most effective strengthening scheme for enhancing the seismic resilience of masonry walls. The findings of this study are anticipated to play a critical role in optimizing masonry retrofitting strategies, thereby facilitating the development of resilient and structurally efficient masonry walls for seismically active 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.

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 score0.318
Threshold uncertainty score0.379

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.003
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 head0.004
GPT teacher head0.204
Teacher spread0.200 · 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