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Record W7044742088

편심축력을 받는 고강도 콘크리트 기둥의 거동

2002· article· en· W7044742088 on OpenAlexaboutno aff

Bibliographic record

VenueThe Royal Society of Chemistry’s Journals, Books and Databases (The Royal Society of Chemistry) · 2002
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
Fundersnot available
KeywordsCompressive strengthFlexural strengthMoment (physics)Building codeColumn (typography)Test dataRange (aeronautics)
DOInot available

Abstract

fetched live from OpenAlex

With increasing use of high strength concrete tied columns in reinforced concrete structure, it is demanded to examine the applicability of the related sections in the current design codes. This experimental study was performed to investigate the behavior of eccentrically loaded high strength concrete columns. Column specimens with concrete strength, 234, 437, 703 kgf/cm2 were tested under monotonically increasing eccentric axial compression. The variables in this test program were the ratio of longitudinal reinforcement, tie configuration, eccentricity, and concrete strength. From a comparison of the results from this test series with both ACI code and canadian code provided, it was concluded as followings.When the test results are compiled with the ACI code provided, flexural dominant zone of experiment is safe in the load moment interaction curve. However, the column specimen, HSQ-E3 with the compressive strength of concrete, 703kgf/㎠, is safe only if the CSA A23.3 code presented is applied. The compressive governing region in the load moment interaction curve of test results dose not give a safety margin as a whole if the ACI code is applied. On the other hand, the resulting experimental curve is close to safe side if MacGregor's Equation is used. Furthermore, the CSA A23.3 code predicted is conservative in the compressive dominant zone. Thus, it is much safer to use the CSA A23.3 code in the estimation of the strength of the reinforced high strength concrete columns.The maximum compressive strain for concrete was found to be in the range of 0.0028 to 0.0036 in compressive block, and it can be considered that ultimate strain of concrete, 0.003, can provide a rational results in the determination of reinforced high strength concrete columns.

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), Insufficient payload (model declined to judge)
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 score0.307
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0000.000
Science and technology studies0.0000.001
Scholarly communication0.0000.000
Open science0.0010.000
Research integrity0.0000.001
Insufficient payload (model declined to judge)0.0030.000

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 head0.021
GPT teacher head0.227
Teacher spread0.207 · 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

Citations0
Published2002
Admission routes1
Has abstractyes

Explore more

Same venueThe Royal Society of Chemistry’s Journals, Books and Databases (The Royal Society of Chemistry)Same topicStructural Behavior of Reinforced ConcreteFrench-language works237,207