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Record W2384736595 · doi:10.32657/10356/11991

Performance-based blast resistant design of reinforced concrete frame structures under distant explosions

2005· dissertation· en· W2384736595 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.

fundA Canadian funder is recorded on the work.
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

Venuenot available
Typedissertation
Languageen
FieldEngineering
TopicStructural Response to Dynamic Loads
Canadian institutionsnot available
FundersDefence Science and Technology Agency - SingaporePetroleum Technology Research CentreNanyang Technological University
KeywordsStructural engineeringCladding (metalworking)Reinforced concreteSlabFinite element methodExplosive materialFrame (networking)Blast waveEngineeringMaterials scienceComposite materialMechanical engineering

Abstract

fetched live from OpenAlex

Limited research has been carried out upon the dynamic responses for multi-storey reinforced concrete frame structures subjected to blast loadings from distant intense surface explosions. This chapter presents numerical analysis with the program ABAQUS on a six-storey reinforced concrete frame structure under two blast conditions occurring at a standoff distance of 100 m produced by the explosives respectively equivalent to a 50 ton TNT and 250 ton TNT. To incorporate the effects of exterior cladding panels, two cases are involved in the analysis for the six-storey frame structure with/without exterior cladding panels. The finite element models involved are verified by comparing the numerical results of a reinforced concrete beam and slab for blast loadings with the experimental data. The results indicate that the whole dynamic response process of the frame structure with/without exterior cladding panels can be approximately divided into two stages. The localized responses of the blast-loaded members are critical at response stage I while with the increase in time, the structural global response becomes dominant at response stage II. Flexural responses are more important in the plastic deformation of the structural members as compared to the corresponding shear responses. Due to the variation of the blast forces received, the dynamic responses are much more severe for the frame structure with exterior cladding panels than the one without exterior wall panels under the same blast condition.

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 categoriesMeta-epidemiology (narrow), Insufficient payload (model declined to judge)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.091
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0010.001
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0010.001
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 head0.014
GPT teacher head0.230
Teacher spread0.216 · 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

Quick stats

Citations7
Published2005
Admission routes1
Has abstractyes

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