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Record W2306560339 · doi:10.14288/1.0063682

Performance of brick veneer ties under cyclic loadings

2009· article· en· W2306560339 on OpenAlexaboutno aff
Ari Wibowo

Bibliographic record

VenuecIRcle (University of British Columbia) · 2009
Typearticle
Languageen
FieldEngineering
TopicMasonry and Concrete Structural Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsVeneerComposite materialMaterials science

Abstract

fetched live from OpenAlex

The subject of this research program was to investigate the behaviour of brick veneer ties under reversed cyclic loading. As the first step towards the performance evaluation of the behaviour of brick ties under simulated earthquake loads, tests were performed on the embedded part of brick veneer ties. Small wall elements with one veneer tie were made to represent a localized portion of a full height brick veneer wall system. Some building codes require single wire joint reinforcement in masonry veneer walls in higher seismic zones, the current investigation examined the effect of the horizontal wire joint reinforcement on the embedment performance of brick tie currently used in the Western Canada. Tests were also conducted on several different types of veneer ties available in North America for comparison purposes. One important parameter considered in the study was the effect of in-plane surcharge loads, which simulated the condition of brick ties located near the top and near the bottom support of a one story wall. The experimental study was divided into three phases. Phase I served as a pilot study to help plan the subsequent tests and to test the custom designed test apparatus for the tests. In Phase II, 18 specimens were built with one type of tie having three different conditions, which were tie only, joint reinforcement not connected to the brick ties, and joint reinforcement connected to the brick ties. Other tests were conducted using the US seismic type of ties, conventional ties and to investigate the effect of construction errors. In Phase m a modification to the connection of the tie to the horizontal wire joint reinforcement was made in order to see i f an improved performance would be achieved. Also the testing protocol was modified to investigate its influence on the tie behaviour. Evaluation of test results were based on the hysteretic curves obtained from the tests and the load displacement envelopes. Discussions are based on the comparisons of different conditions. It was observed that the peak embedment strength is influenced by the tightness of the connection of tie to the joint reinforcement. An increase in embedment strength at large displacement could be achieved with wire joint reinforcement connected to the brick ties. Overall, adding wire joint reinforcement to the brick ties only slightly influenced its embedment strength under cyclic loads.

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: Observational · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.971
Threshold uncertainty score0.673

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
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 head0.004
GPT teacher head0.143
Teacher spread0.139 · 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 designObservational
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
Published2009
Admission routes1
Has abstractyes

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