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Record W2325544919 · doi:10.1166/asl.2012.2652

Simplified Progressive Collapse Analysis of RC Flat Plate for Sustainable Buildings

2012· article· en· W2325544919 on OpenAlex

Why this work is in the frame

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

aboutThe title or abstract carries a Canadian signal from the geographic lexicon.
no affNo Canadian affiliation: this work is invisible to an affiliation-only frame.
No Canadian affiliation. An affiliation-only frame, the usual design, would never have seen this work. It is one of the works that make the case for inverting the frame.

Bibliographic record

VenueAdvanced Science Letters · 2012
Typearticle
Languageen
FieldEngineering
TopicStructural Response to Dynamic Loads
Canadian institutionsnot available
Fundersnot available
KeywordsProgressive collapseStructural engineeringForensic engineeringEngineeringReinforced concrete

Abstract

fetched live from OpenAlex

Progressive collapse is a situation where local failure of a primary structural component leads to the collapse of adjoining members which, in turn, leads to additional collapse by abnormal loads. Progressive collapse of buildings may cause tremendous casualties as well as property loss, and thus is recognized by building owners and engineers as significant challenge to cope with, so design codes to prevent progressive collapse are being proposed in the U.S., the U.K., Canada and EU etc., but there are barely any studies on the progressive collapse resistance of flat plate system. Therefore, Finite element analysis for the resistance capacity on progressive collapse of RC (reinforced concrete) flat plate system was analyzed by GSA (General Service Administration) guideline of U.S. in this study. Specifically, this study will propose the problem of EB (effective beam width) method, a practical seismic analysis method of flat plate system, on progressive collapse and intends to evaluate the proper resistance capacity of flat plate system on progressive collapse. EB models and PF (plate finite element) models were compared and analyzed to judge whether progressive collapse may be analyzed in EB models. DCR (demand-capacity ratio) values were compared in the alternated path method of GSA through linear static analysis, and the vertical displacements after column removal were compared through linear dynamic analysis. Also through nonlinear static analysis, maximum load factor and maximum displacement were determined by using the detailed solid element models. It is believed that the analysis results of the resistance capacity of RC flat plate system on progressive collapse will serve as useful data in evaluating the performances of flat plate system as sustainable buildings. ?? 2012 American Scientific Publishers All rights reserved.

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.

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 categoriesnone
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 score0.164
Threshold uncertainty score0.584

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.003
Science and technology studies0.0000.000
Scholarly communication0.0000.001
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0000.000

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 head0.258
Teacher spread0.252 · 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