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Record W2257068649

EI of Slender Composite Steel-concrete Columns Bending about the Minor Axis

2005· article· en· W2257068649 on OpenAlexaboutno aff
Timo K. Tikka, S. A. Mirza

Bibliographic record

VenueAustralian Structural Engineering Conference 2005 · 2005
Typearticle
Languageen
FieldEngineering
TopicStructural Load-Bearing Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsStructural engineeringBending momentComposite numberCurvaturePure bendingStiffnessFlexural strengthNeutral axisBendingBending stiffnessStress (linguistics)CrackingBucklingMaterials scienceMathematicsEngineeringComposite materialGeometryBeam (structure)
DOInot available

Abstract

fetched live from OpenAlex

The Canadian Standard Association (CSA) Standard A23.3-94 (1994) for the 'Design of Concrete Structures for Buildings' permits the use of the moment magnifier approach for computing the second-order moments in slender composite steel-concrete columns. This approach was introduced into design practice to eliminate the need for extensive calculations, based on the solution to a differential equation, to compute second-order bending moments in columns and is influenced by the critical buckling load (P{c}). The computation of Pc is strongly influenced by the effective flexural stiffness (EI), which varies due to the nonlinearity of the concrete stress-strain curve, creep and cracking along the height of the column. The EI expression given in the CSA Standard A23.3 for composite steel-concrete columns is quite approximate when compared to values obtained from the axial load, bending moment, and curvature (P-M-Ν) relationships. In addition, the CSA EI equation currently in use was developed for reinforced concrete columns subjected to high axial loads and was simply modified, without any further investigation, for use in composite column design (Mirza and Tikka 1999a,b). This study was undertaken to examine the influence of a full range of variables on the short-term effective flexural stiffness (EI) of slender, tied, composite columns in which the bending moment was applied about the minor axis of the steel section encased in concrete; examine the existing CSA expression for EI; develop and propose a refined expression for EI; and compare the new expression for EI with the current CSA expression. Approximately 12,000 simulated isolated composite columns were used to generate the stiffness data to study the effects of a number of variables that affect the effective flexural stiffness. Each column had a different combination of cross-section, geometric, and material properties. The columns studied were bent in symmetrical single curvature in braced frames subjected to short-term loads. The moment magnifier approach specified in the CSA Standard A23.3 was developed for these types of columns. The effects of different end restraints, lateral supports, and loading conditions are accounted for in the CSA A23.3 through the use of the effective length factor (K), equivalent uniform moment diagram factor (C{m}), and sustained load factor (β{d}).

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: Bench or experimental · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.115
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0000.000
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 head0.017
GPT teacher head0.232
Teacher spread0.215 · 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
Published2005
Admission routes1
Has abstractyes

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