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Record W4225141129 · doi:10.11159/icsect22.125

A Displacement Based Design Approach For Seismic Assessment of Flat Slab Structure With Core Shear Wall

2022· article· en· W4225141129 on OpenAlexvenueno aff
Khondaker Sakil Ahmed, Mohana Kawsher, Rezvi Ahmed, Rishath Sabrin, Sabrin Zakir Sarothi, Afia Farzana

Bibliographic record

VenueProceedings of the World Congress on Civil, Structural, and Environmental Engineering · 2022
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
Fundersnot available
KeywordsSlabShear wallStructural engineeringShear (geology)Core (optical fiber)GeologyDisplacement (psychology)Seismic analysisMaterials scienceEngineeringComposite materialPetrology

Abstract

fetched live from OpenAlex

Reinforced concrete (RC) structures containing flat slab system and core shear wall have become popular and have been used extensively all over the world for the last few decades.They provide substantial advantages over the traditional beam-column-slab structures in terms of architectural aesthetics, easier fixing of electrical, lift, and plumbing lines.Usually, the building system consists of an RC core shear wall and columns directly connected to the slabs.Though the design procedure is similar to the structural type consisting of moment frames, the existing force-based seismic design practice has some limitations in considering response modification factors, design overstrength, deflection amplification factors, ductility, etc.In this study, an 8-storey flat slab RC structure with core shear-wall and gravity columns is considered for non-linear dynamic analysis.The displacement-based design approach addressed six pairs of ground motions.The core wall was modelled as fiber hinge model where hysteretic responses of both concrete and steel fiber responses are investigated.The results are presented in terms of the storey response, base shear, and roof displacement of the structure.Column, wall, and fiber hinges responses highlight the states of individual components as well as the fibers.Finally, the stress and strain levels of concrete and steel fibers are examined to check the overall status of the structural system.

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)0.001
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: Empirical · Consensus signal: none
Teacher disagreement score0.004
Threshold uncertainty score0.012

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0010.001
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0010.000
Science and technology studies0.0000.000
Scholarly communication0.0010.000
Open science0.0010.001
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0040.000

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 head0.009
GPT teacher head0.200
Teacher spread0.191 · 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
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
Published2022
Admission routes1
Has abstractyes

Explore more

Same venueProceedings of the World Congress on Civil, Structural, and Environmental EngineeringSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207