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Record W2463574197 · doi:10.5505/pajes.2015.60490

A new dedicated finite element for push-over analysis of reinforced concrete shear wall systems

2016· article· en· W2463574197 on OpenAlexaff
Delal Doğru Ormancı, Ahmet Işın Saygun

Bibliographic record

VenuePamukkale University Journal of Engineering Sciences · 2016
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsStantec (Canada)
Fundersnot available
KeywordsFinite element methodStructural engineeringShear wallReinforced concreteShear (geology)Materials scienceGeologyEngineeringComposite material

Abstract

fetched live from OpenAlex

Bu çalışmada, betonarme perdelerin anizotropik malzeme davranışı esas alınarak çözümlendiği bir sonlu eleman geliştirilmiştir.Çözümde sonlu elemanın, kesitte çekme veya basınç bölgesinde kalmış olmasına göre, farklı eleman rijitlik matrisleri kullanılmıştır.Betonarme perde modelinin yatay yükler altında doğrusal olmayan davranışı incelenmiştir.Bu davranış çubuk sistemlerdeki plastik mafsal hipotezinin benzeri olarak, düğüm noktaları arasında sonlu elemanın doğrusal elastik davrandığı, plastik şekil değiştirmelerin düşey plastik yer değiştirmeler olarak düğüm noktalarında toplandığı kabulü ile tanımlanmıştır.Bu kabule göre betonarme perdede plastikleşme, düşey doğrultudaki birim şekil değiştirmenin, elastik şekil değiştirme sınırına erişmesi ile gerçekleşir.Sonlu elemanın tanımında perdenin sadece kat hizalarında bölünmesinin, çözüm için yeterli olduğu yer değiştirme fonksiyonları seçilmiştir.Çalışmada elde edilen sonuçlar farklı bir bilgisayar programı ile elde edilen çözümler ve deney sonuçları ile karşılaştırılmıştır.In this study, a finite element which has been analyzed based on anisotropic behavior of reinforced shear walls is developed.Element stiffness matrices were varied based on whether the element is in the tension or the compression zone of the cross-section.Nonlinear behavior of reinforced shear wall model is investigated under horizontal loads.This behavior is defined with a similar approach to plastic hinge assumption in frame structures that the finite element behaves lineer elastic between joints and plastic deformations are concentrated on joints as vertical plastic displacements.According to this acceptance, plastic behavior of reinforced shear wall occurs when the vertical strain reaches elastic strain limit.In the definition of finite element, displacement functions are chosen considering that the partition of shear walls just at floor levels, are enough for solution.Results of this study are compared with the solution obtained from a different computer programme and experimental results.

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 machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.001
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Methods · Consensus signal: Methods
Teacher disagreement score0.007
Threshold uncertainty score0.024

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0010.001
Open science0.0010.001
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0070.001

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 head0.012
GPT teacher head0.206
Teacher spread0.194 · 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 source (direct Gemma or distilled Codex), not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designSimulation or modeling
Domainnot available
GenreMethods

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".

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Citations0
Published2016
Admission routes1
Has abstractyes

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