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Record W1838283045 · doi:10.1139/l2012-102

Reply to the Discussion by H. Jiang and B. Fu on “Experimental study of concrete masonry infills bounded by steel frames”<sup>1</sup>Appears in the Canadian Journal of Civil Engineering, 39(10): 1168–1169 [doi: 10.1139/l2012-082].

2012· article· en· W1838283045 on OpenAlexaffvenueabout
Yi Liu, Sandra Soon

Bibliographic record

VenueCanadian Journal of Civil Engineering · 2012
Typearticle
Languageen
FieldEngineering
TopicMasonry and Concrete Structural Analysis
Canadian institutionsDalhousie University
Fundersnot available
KeywordsDiagonalMasonryStructural engineeringStiffnessCompressive strengthMathematicsEngineeringGeometryMaterials scienceComposite material

Abstract

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The authors appreciate comments and input provided by the discussers on the discussed paper. The additional information presented in the discussion is in most part in line with the conclusions of the paper. However, there are a couple of points that we feel are worthy of clarification. Equation [3] in the discussion for diagonal strut width calculation is misquoted. The diagonal strut width equation given in the Canadian masonry design standard CSA S304.1-04 (CSA 2004) is expressed as w ¼ ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi a 2 þ a 2 p , rather than w = ah + al as suggested in the discussion. However, the discussion following this equation is still valid. While the diagonal strut width may be considered as the source of the large difference in design stiffness between the Canadian and American Standards (MSJC 2011), it is not correct to say that it also counts for the large difference in design strength between the two standards. In the Canadian standard, the corner crushing failure is evaluated based on the compressive strength of the diagonal strut, thus the width of diagonal strut plays an important role in the strength calculation. The discussed paper showed a mean test-to-design strength ratio of 2.32 based on the Canadian standard. The authors believe that this underestimate of strength is more attributed to the fact that the compressive strength of masonry is assumed to be 0:5f 0 m in the diagonal strut compression calculation. It is not a result of diagonal width value. On the other hand, the corner crushing strength in the American standard is calibrated using test results from experimental work conducted by Flanagan and Bennett (1999) on clay tiles infilled steel frames. The equation is simple to apply but does not contain an explicit diagonal width term. The diagonal width seems to be replaced by a constant term. While it provided strength values closer to those test results presented in the discussed paper than the CSA S304 equation, it is premature to conclude that this equation is equally applicable to infills of different material and geometry. More testing data covering a wide range of variables on infills should be studied to have an overall performance assessment. References

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)0.000
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: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.677
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0010.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0010.001
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0010.000
Research integrity0.0000.001
Insufficient payload (model declined to judge)0.0010.000

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 head0.193
Teacher spread0.186 · 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
Published2012
Admission routes3
Has abstractyes

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