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Record W7051597138

Performance under cyclic loading of square HSS braces with intentional eccentricity (BIEs)

2020· article· en· W7051597138 on OpenAlexfundno aff

Bibliographic record

VenuePolyPublie (École Polytechnique de Montréal) · 2020
Typearticle
Languageen
FieldEngineering
TopicElectrostatic Discharge in Electronics
Canadian institutionsnot available
FundersFonds de recherche du Québec – Nature et technologiesUniversidad de Costa RicaPolytechnique MontréalNatural Sciences and Engineering Research Council of CanadaMcGill University
KeywordsSquare (algebra)Eccentricity (behavior)BraceWeldingCompression (physics)
DOInot available

Abstract

fetched live from OpenAlex

Braces with Intentional Eccentricity (BIEs) are a recently proposed type of lateral bracing system that surmounts several of the shortcomings that Conventional Concentric Braces (CCB) present. As their longitudinal axis is deliberately offset with respect to the line of action of the forces acting on them, BIEs are subject to bending moment in addition to axial forces and, as such, they are naturally less stiff than CCBs. Their stiffness can be adjusted directly by varying the eccentricity. They present a trilinear response to loading in tension, with significant post-yielding stiffness, and a smooth flexural behaviour in compression. Moreover, they are presumed to have longer fracture life under cyclic loading because the onset of local buckling is delayed, due to the strains being more evenly distributed along the bracing member’s length owing to the flexural response. The application of BIEs to building design has been investigated by the authors with results from numerical analyses showing that Frames with Intentionally Eccentric Braces (FIEBs) could present an improved seismic performance, in terms of maximum and residual storey drifts, in comparison with Concentrically Braced Frames (CBFs). Also, as the shear strength in each storey can be adjusted to match closely the demand by varying the eccentricity of the bracing members, the overstrength can be better controlled, which results in requiring less overall material when incorporating capacity design concepts for the complete Seismic-Force-Resisting System (SFRS). In this article, the results of the physical testing under cyclic load of four full-scale ASTM A1085 HSS BIE specimens are presented. The introduction of the eccentricity was achieved by means of two parallel side plates linking the HSS to a knife plate; this configuration was selected for its constructability. The knife plate was detailed to yield in flexure to allow for the unrestrained rotation of the brace ends. The results show that the so constructed BIEs display the expected behaviour and purported benefits of the intentional eccentricity and suggest that the magnitude of the eccentricity plays a significant role in determining their fracture life. Additionally, the results showcased that in lieu of fracture at mid-length after the onset of local buckling, fracture of the tested BIEs could occur at the bracing member’s ends under tensile load, which was attributed to excessive localized rotational demand on the HS member.

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 categoriesMeta-epidemiology (narrow)
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 score0.353
Threshold uncertainty score1.000

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 integrity0.0000.001
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 head0.008
GPT teacher head0.201
Teacher spread0.192 · 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 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
Published2020
Admission routes1
Has abstractyes

Explore more

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