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Record W2002713831 · doi:10.1139/l00-008

One-way shear strength of large footings

2000· article· en· W2002713831 on OpenAlexfundvenueaboutno aff
Perry Adebar

Bibliographic record

VenueCanadian Journal of Civil Engineering · 2000
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
FundersUniversity of British Columbia
KeywordsStructural engineeringShear (geology)Geotechnical engineeringEngineeringShear strength (soil)Building codeGeology

Abstract

fetched live from OpenAlex

Results are presented from 23 shear tests on 1-m deep specimens made of low-strength concrete and tested with shear span-to-effective depth ratios between 1.4 and 2.4 to obtain information that is relevant to the one-way shear strength of footings. Based on these results and other test results from the literature, an amendment is proposed to the 1994 Canadian concrete code one-way shear strength provisions for members without stirrups. In order to account for the beneficial effects of strut-action in deep members such as footings, it is proposed that the reduction in shear strength due to size not be applied to sections located less than 2d from the face of a support or concentrated load when the applied shear introduces compression into the member. The strut-and-tie provisions in the Canadian code, which has stress limits to prevent concrete compression failures, normally should be used to design deep members, but should not be used to design members without minimum stirrups. The proposed revision eliminates the unnecessary increase in footing depths that is needed to meet the one-way shear strength requirements of the 1994 Canadian concrete code.Key words: building codes, footings, reinforced concrete, shear strength, structural design, tests.

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 categoriesInsufficient payload (model declined to judge)
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 score0.639
Threshold uncertainty score0.999

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)0.0020.000

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 head0.183
Teacher spread0.177 · 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

Citations33
Published2000
Admission routes3
Has abstractyes

Explore more

Same venueCanadian Journal of Civil EngineeringSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207