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Record W2888992277 · doi:10.1002/eqe.3117

Comparing fluid viscous damper placement methods considering total‐building seismic performance

2018· article· en· W2888992277 on OpenAlexfundno aff
Giuseppe Marcantonio Del Gobbo, M. S. Williams, A. Blakeborough

Bibliographic record

VenueEarthquake Engineering & Structural Dynamics · 2018
Typearticle
Languageen
FieldEngineering
TopicSeismic Performance and Analysis
Canadian institutionsnot available
FundersNatural Sciences and Engineering Research Council of CanadaUniversity of Oxford
KeywordsDamperStructural engineeringRetrofittingBraced frameDowntimeSeismic retrofitComputer scienceEngineeringReliability engineeringReinforced concrete

Abstract

fetched live from OpenAlex

Summary Nonstructural damage has been found to critically influence economic losses and building downtime following earthquakes. Attaining a target level of seismic performance mandates the harmonization of structural and nonstructural performance. Retrofitting buildings with fluid viscous dampers (FVDs) can improve interstorey drifts and floor accelerations, 2 structural parameters that characterize seismic demand on structural and nonstructural systems. The distribution of dampers within a building is a critical decision; however, no conclusive optimal placement method has been identified due to performance variations between storeys and between structural parameters. This paper compares 6 frequently used damper placement methods considering structural and nonstructural repair costs calculated using FEMA P‐58. The scope is limited to linear FVDs, concentric braced frames, and regular structures. Comparisons of the placement methods are based on constraining the added viscous damping coefficient to be the same in each case; this may give different results to methods based on damper cost. No placement method produced optimal results for both interstorey drifts and accelerations. Iterative methods that seek to optimize seismic performance did not achieve that objective. The iterative methods optimize local parameters assuming the performance of each is independent, and optimizing for a single parameter may worsen another parameter that impacts earthquake damage. The storey shear strain energy method and uniform damping generally produced repair costs that are more favorable than, or equal to, the other placement methods. It appears unlikely that large repair cost improvements can be achieved using an “optimal” damper placement method for low‐rise and mid‐rise structures.

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)0.002
metaresearch head score (Gemma)0.005
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 score0.004
Threshold uncertainty score0.009

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0020.005
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0020.001
Science and technology studies0.0000.000
Scholarly communication0.0010.001
Open science0.0010.001
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0030.000

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 head0.010
GPT teacher head0.245
Teacher spread0.236 · 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

Citations45
Published2018
Admission routes1
Has abstractyes

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