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Record W4412754821 · doi:10.11159/iccste25.163

Parametric Seismic Response of Base-Isolated Reinforced Concrete Silos

2025· article· en· W4412754821 on OpenAlexvenueno aff
Piero H. Portal, Víctor I. Fernández-Dávila

Bibliographic record

VenueProceedings of the International Conference on Civil, Structural and Transportation Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsnot available
Fundersnot available
KeywordsInformation siloParametric statisticsBase (topology)Structural engineeringBase isolationComputer scienceGeologyGeotechnical engineeringEngineeringSiloMechanical engineeringMathematics

Abstract

fetched live from OpenAlex

Silos are vulnerable structures during severe seismic events due to their slenderness and their interaction with stored material.This investigation presents the results of a special structure that incorporates a basal seismic isolation system, such as the Triple Friction Pendulum System (TFPS).A parametric study was conducted on eight models of reinforced concrete silos to evaluate the effectiveness of TFPS isolators in mitigating the effects of various parameters on their seismic response.This research makes significant contributions by identifying parameters that affect isolated silos, providing valuable insights into their seismic behaviour.The silos were modeled and validated by comparing the forces obtained from a modal spectral analysis with analytical forces from a previous study, achieving acceptable errors for the research objectives.Finally, a nonlinear dynamic time history analysis was performed using seven seismic records, selecting one as critical due to its peak acceleration at the start.The study determined that TFPS isolators efficiently reduced the influence of the analyzed parameters in slender silos, allowing their omission in non-critical seismic events for isolated structures.Compact silos exhibited reduced effectiveness due to uplift related to their compact design and the interaction between the stored material and the structure.This necessitates a thorough evaluation of the analysed parameters.In critical case, the full slender silo exhibited no increase in seismic response due to the stiffness contribution of the stored material.Conversely, empty slender silos showed increases because the force transfer in the final Phase of TFPS isolators became critical without the stiffness contribution of the stored material.Compact silos exhibited a similar seismic response for non-critical earthquakes, but the response was amplified due to significant lateral displacements.

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: Empirical · Consensus signal: Empirical
Teacher disagreement score0.001
Threshold uncertainty score0.004

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0010.001
Research integrity0.0010.000
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 head0.011
GPT teacher head0.222
Teacher spread0.211 · 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
Published2025
Admission routes1
Has abstractyes

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