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Experimental assessment of the in-plane cyclic response of flanged partially grouted reinforced masonry shear walls failing in flexure

2024· article· en· W4403627196 on OpenAlexaff
Omar Elmeligy, Belal AbdelRahman, Khaled Galal

Bibliographic record

VenueEngineering Structures · 2024
Typearticle
Languageen
FieldEngineering
TopicMasonry and Concrete Structural Analysis
Canadian institutionsConcordia University
Fundersnot available
KeywordsMasonryStructural engineeringShear (geology)Reinforced concreteGeotechnical engineeringShear wallUnreinforced masonry buildingGeologyMaterials scienceEngineeringComposite material

Abstract

fetched live from OpenAlex

Despite the economic benefits of partially grouted reinforced masonry shear wall (PG-RMSW) systems in low-rise buildings, using such a system in mid- and high-rise buildings is still questionable. This is because the literature lacks comprehensive studies investigating different seismic design provisions adopted for PG-RMSWs failing in flexure in the North American masonry design standards (i.e., TMS 402/602–22 and CSA S304–14) to design rectangular and flanged PG-RMSWs. Most of the conducted studies targeted fully grouted reinforced masonry shear walls (FG-RMSWs). They were then adopted for PG-RMSWs with some modifications and conservatism that do not always reflect the actual case. Accordingly, this study aims to experimentally explore and quantify the influence of increasing the shear span-to-depth ratio ( M/(Q×d v ) ) on the in-plane cyclic response of flanged PG-RMSWs made with concrete masonry units and failing in flexure. In this regard, two flanged PG-RMSWs with similar cross-section dimensions and details of reinforcement and different shear span-to-depth ratios (2.54 and 5.08) designed to fail in flexure were tested under a constant axial load, quasistatic cyclic displacement and cyclic top moment. It can be shown that increasing M/(Q×d v ) for flanged PG-RMSWs can result in an overall enhanced behavior compared with those with lower M/(Q×d v ) . In particular, it results in the enhancement of the behavior of the tested walls in terms of propagation of damage, displacement ductility, stiffness degradation, axial compressive strain, curvature, flexural and shear contribution in displacement, and finally, energy dissipation and hysteretic damping. This shall contribute to the supporting evidence that PG-RMSWs can perform well in mid- and high-rise buildings. Furthermore, this allows for the modification of clause 16.8.5.2 in CSA S304–14 to allow partial grouting of plastic hinges of PG-RMSWs of high shear span-to-depth ratio ( M/(Q×d v ) ). ● Two slender flanged PG-RMSWs were tested under quasistatic cyclic loading. ● Two shear span-to-depth ratios (2.54 and 5.08) were selected. ● An axial load, cyclic displacement, and cyclic top moment were applied to the walls. ● Increasing M/(Q×d v ) for flanged PG-RMSWs can result in enhanced behavior. ● The modification of clause 16.8.5.2 in CSA S304-14 is proposed.

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 score0.085
Threshold uncertainty score0.669

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.001
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 head0.006
GPT teacher head0.232
Teacher spread0.227 · 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

Citations4
Published2024
Admission routes1
Has abstractyes

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