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Record W4405829208 · doi:10.1002/eqe.4292

Seismic Retrofitting of Existing Steel Frames with External BRBs: Pseudo‐Dynamic Hybrid Testing and Numerical Parametric Analysis

2024· article· en· W4405829208 on OpenAlexaff
Fabio Freddi, Jing‐Ren Wu, Massimo Cicia, Luigi Di Sarno, Mario D’Aniello, Fernando Gutiérrez‐Urzúa, Oh‐Sung Kwon, Stathis Bousias, Jamin Park, Νικόλαος Σταθάς, Elias Strepelias

Bibliographic record

VenueEarthquake Engineering & Structural Dynamics · 2024
Typearticle
Languageen
FieldEngineering
TopicSeismic Performance and Analysis
Canadian institutionsUniversity of Toronto
FundersHorizon 2020 Framework ProgrammeEuropean Commission
KeywordsRetrofittingParametric statisticsStructural engineeringIncremental Dynamic AnalysisEngineeringSeismic retrofitComputer scienceSeismic analysisGeologyMathematicsReinforced concrete

Abstract

fetched live from OpenAlex

ABSTRACT The use of buckling‐restrained braces (BRBs) is an effective strategy for improving the seismic performance of existing structures. BRBs can be included within existing frames, creating an additional load path and contributing to their strength, stiffness, ductility, and, in turn, energy dissipation capacity. However, BRBs are typically inserted within the structural mesh of the existing frames, thus requiring the demolition and reconstruction of non‐structural components. The present study explores the seismic retrofitting of existing steel structures, considering an external placement of BRBs to minimize the invasiveness of the intervention scheme and, consequently, business interruptions and indirect losses. A two‐story steel moment‐resisting frame (MRF) designed primarily for gravity loads and retrofitted with BRBs placed externally to the frames were considered for case study purposes. The research includes large‐scale Pseudo‐Dynamic Hybrid tests performed as part of the HITFRAMES (i.e., HybrId Testing of an Existing Steel Frame with Infills under Multiple EarthquakeS) project funded by the EU‐H2020 SERA Consortium in Europe. The experimental results provided significant insights into the seismic response of the retrofitted structure and allowed the calibration of advanced 3D finite element models. An extensive numerical parametric analysis was performed to investigate some of the key variables affecting the local and global response of the structure. The results provide valuable insights into effectively implementing this retrofit solution and the influence of BRB eccentricity on the seismic response.

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: Bench or experimental · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.001
Threshold uncertainty score0.003

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
Science and technology studies0.0000.001
Scholarly communication0.0000.000
Open science0.0010.000
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 head0.008
GPT teacher head0.218
Teacher spread0.210 · 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 designBench or experimental
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

Citations6
Published2024
Admission routes1
Has abstractyes

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