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Record W2958757552 · doi:10.82308/1775

Characterization of wood sheathed cold-formed steel diaphragms: Under in plane loading (phase 2 of diaphragm research program)

2017· article· en· W2958757552 on OpenAlexaboutno aff
P J Latreille

Bibliographic record

VenueeScholarship@McGill (McGill) · 2017
Typearticle
Languageen
FieldEngineering
TopicStructural Load-Bearing Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsStructural engineeringStiffnessDiaphragm (acoustics)EngineeringCold-formed steelCharacterization (materials science)Oriented strand boardExtrapolationCantileverMaterials scienceFinite element methodMathematics

Abstract

fetched live from OpenAlex

There exists a desire to better understand the in-plane response of cold-formed steel (CFS) framed diaphragms subjected to seismic loading. At present, the diaphragm design information available in the North American design standards (AISI S240, AISI S400) is not applicable in Canada and is of limited scope in the United States and Mexico. These design provisions are based largely on basic principles of engineering and the extrapolation of design methods used for wood diaphragms. Few full-scale tests have been performed to validate the accuracy of these design values and equations for real world application. Furthermore, the effect of non-structural components on the in-plane strength and stiffness of the diaphragm component has yet to be explored. In an effort to provide insight into the complex nature of the diaphragm structure and the influence of non-structural components, a research program was initiated in the Jamieson Structures Laboratory at McGill University focusing on the characterization of the behaviour of CFS framed - wood sheathed diaphragms under in-plane loading. A total of six 3.7m x 6.1m CFS diaphragm specimens with oriented strand board sheathing were tested following the cantilever test method. Three of these diaphragms focused on the effects of structural changes, while the remaining three were used to investigate the effects of incorporating non-structural elements in the construction. This thesis contains a detailed account of these six tests, including their design, construction and the overall results and observations. The tests focusing on structural changes, demonstrated that the orientation of the joists with respect to loading had little effect on the overall diaphragm response, strap blocking for panel edges was shown to be just as effective as full blocking and an upper threshold for shear strength and stiffness was reached by reducing the spacing of the perimeter fasteners. The tests of diaphragms built having non-structural elements demonstrated that both the addition of a single layer of gypsum panels to the underside of the diaphragm and a 19mm gypcrete topping poured on top of the wood sheathing had a significant strengthening and stiffening impact on the overall diaphragms response. Design predictions were calculated using the AISI S400 Standard for both deflection and shear strength. Meaningful comparisons were only realized for design deflection when the equation for shear walls was used with the values adjusted to remove inelastic behaviour, while no meaningful comparisons were realized for shear strength due to the limited information available within the S240 and S400 standards.

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)0.001
metaresearch head score (Gemma)0.001
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesMeta-epidemiology (narrow)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.039
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0010.001
Science and technology studies0.0010.000
Scholarly communication0.0000.001
Open science0.0010.000
Research integrity0.0000.001
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 head0.045
GPT teacher head0.307
Teacher spread0.261 · 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.

Study designBench or experimental
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

Citations1
Published2017
Admission routes1
Has abstractyes

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