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Record W7162035709 · doi:10.82308/30070

Numerical Modelling of CFS Centre-Sheathed Shear Walls Using The Finite Element Method

2025· dissertation· en· W7162035709 on OpenAlexaboutno aff
Mohamad Ramez Bouaram

Bibliographic record

Venuenot available
Typedissertation
Languageen
FieldEngineering
TopicStructural Load-Bearing Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsShear wallFinite element methodShear (geology)Cold-formed steelStiffnessDuctility (Earth science)Shear strength (soil)

Abstract

fetched live from OpenAlex

Cold-formed steel (CFS) shear walls are used as lateral force-resisting systems that are anticipated to carry both wind and earthquake loading. They are chosen for their high stiffness and strength, ease of transport, and favourable durability. CFS shear wall designs in Canada are currently based on the North American Standard for Seismic Design of Cold-Formed Steel Structural Systems (AISI S400). The main drawbacks of CFS shear walls are that they are currently restricted to low-rise buildings due to their low shear strength and that the design is based on a tabulated approach, which limits the options for design engineers. Given the various advantages of CFS shear walls, there is a desire to expand their application to mid-rise buildings (up to 10 storeys). As such, an experimental research program at McGill University was launched focusing on a new wall called a "centre-sheathed" CFS shear wall. This system showed promising results as it achieved high ductility and an increase in shear strength (>160 kN/m) – up to four times higher than what is permitted by the AISI S400 Standard. To understand the force transfer within the CFS centre-sheathed walls, the parameters that can impact the structural behaviour of CFS centre-sheathed shear walls, and to develop a design approach for CFS shear walls in mid-rise buildings (up to 10 storeys), a high-fidelity finite element (FE) model of this system was needed to be built; this is the main objective of the research presented herein. 3-ply single screw connections, which are used to attach the sheathing to the framing, were first studied using FE models to understand the connection's behaviour and how a screw needs to be defined in a numerical analysis to be representative of the experimental conditions. The results showed that the Slide+Align connector in Abaqus is a suitable connector to be used to model the screws in CFS sheathed walls. Following that, a high-fidelity FE model for a "centre-sheathed" CFS shear wall was built. Given that this FE model was made of various parts that needed to be connected, the model was a complex problem from a numerical perspective. To address this, the model was built in stages, with each stage validated for convergence. Furthermore, multiple solvers were tested to assess which one was best in terms of accuracy and computational time. By doing so, a high-fidelity numerical model was built. This model was then calibrated against experimental shear wall data. Following that, the model was used to understand the force transfer inside the "centre-sheathed" CFS shear wall, which included determining the tension field stress distributions and forces inside the vertical stud members

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: Methods · Consensus signal: none
Teacher disagreement score0.742
Threshold uncertainty score0.974

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 head0.028
GPT teacher head0.283
Teacher spread0.255 · 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
GenreMethods

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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