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Record W4412369127 · doi:10.18280/rcma.350303

Numerical and Experimental Study of Coupling Beams in Reinforced Concrete Shear Walls with Diagonal Steel Members

2025· article· en· W4412369127 on OpenAlexvenueno aff
Ali Mohamed Ali, Bahman Farahmand Azar, Ali Hadidi, Masood Farzam

Bibliographic record

VenueRevue des composites et des matériaux avancés · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Load-Bearing Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsShear wallDiagonalStructural engineeringReinforced concreteMaterials scienceCoupling (piping)Shear (geology)Numerical analysisComposite materialEngineeringGeometryMathematicsMathematical analysis

Abstract

fetched live from OpenAlex

The seismic performance of coupling beams in reinforced concrete shear walls is a critical factor in ensuring the safety and resilience of high-rise buildings, particularly in earthquake-prone regions.According to ACI 318, diagonally reinforced coupling beams are designed to deliver superior seismic performance, including ductility and energy dissipation.However, the intricate layout and congestion of diagonal reinforcement pose significant challenges during construction.To address these issues, this study proposes a new type of reinforcement approach-Equivalent Diagonal Reinforcement (EDR)utilizing diagonal steel elements (DSE) in the form of L-and box-shaped profiles.This study involves both analytical and experimental investigations on three coupling models: one with conventional diagonal reinforcement in accordance with ACI 318 (DRAC) and two, incorporating the proposed EDR system.The EDR-based models use diagonal steel elements in either box-shaped or L-shaped profiles.Experimental and numerical approaches were utilized to assess the seismic behavior of the coupling beams.Cyclic loading tests were conducted to analyze crack propagation, failure modes, and energy absorption, while finite element simulations using ABAQUS/CAE 2022 were employed to validate the experimental findings and provide further insights into stress distribution and post-peak behavior.The findings demonstrate that the proposed EDR system with diagonal steel elements effectively addresses reinforcement congestion issues while achieving desirable performance in terms of stiffness degradation, energy dissipation, and ductility improvement.This study suggests that EDR can serve as a viable alternative to conventional diagonal reinforcement, enhancing both constructability and structural performance.

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 score0.011
Threshold uncertainty score0.900

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0010.000
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 head0.019
GPT teacher head0.260
Teacher spread0.241 · 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

Citations0
Published2025
Admission routes1
Has abstractyes

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