MétaCan
Menu
Back to cohort
Record W2584427544

Bridge bearing fuse systems for regions with high-magnitude earthquakes at long recurrence intervals

2010· article· en· W2584427544 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

Venuenot available
Typearticle
Languageen
FieldEngineering
TopicStructural Response to Dynamic Loads
Canadian institutionsnot available
Fundersnot available
KeywordsBearing (navigation)Structural engineeringFuse (electrical)Bridge (graph theory)EngineeringStiffnessGeologyComputer science
DOInot available

Abstract

fetched live from OpenAlex

This paper describes an ongoing experimental and computational program investigating bridge bearing assemblies common in mid-America, to ascertain their effectiveness as seismic fuses and to characterize their component behavior during large displacements of the superstructure. The bearing assemblies considered in the testing program are intended to address seismic risk for regions where the hazard is dictated by infrequent, but large magnitude, seismic events such as may occur in the New Madrid seismic zone near southern Illinois. Test specimens include low-profile fixed bearings, as well as steel-reinforced elastomeric bearings. The elastomeric bearings, some of which include a Teflonon-steel sliding surface, have stiffened L-shaped retainer brackets to restrain transverse response at service load levels. The bearing components being studied are intended to ensure predictable, elastic response for service loading, including small seismic events. However, for larger seismic events, mechanical response of these bridge bearings will transition through highly nonlinear mechanisms that require a refined behavioral understanding, including post-yield deformations and fracture of selected steel components in the fixed bearings, high shear strain response in the elastomer, and sliding along predetermined interfaces. The experimental program is evaluating potential fuse mechanisms and component behavior that will then be implemented in computational models of complete bridges to assess global system response. The research will develop comprehensive test data upon which to base bridge design guidelines for proportioning fuse components to provide reliable service performance, as well as a passive, quasi-isolated global response during a major seismic event. This design dichotomy of bridge response ensures seismic safety (i.e., prevention of span loss) while maintaining appropriate fiscal responsibility consistent with the nature of seismic risk in regions where major earthquakes are expected to occur only at long recurrence intervals. 1 Graduate Research Assistant, Dept. of Civil and Environmental Engineering, University of Illinois at UrbanaChampaign, Urbana, IL 61801 2 Professor, Dept. of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, IL 61801 3 Associate Professor, Dept. of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, IL 61801 4 Assistant Professor, Dept. of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, IL 61801 Proceedings of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering Compte Rendu de la 9ieme Conference Nationale Americaine et 10ieme Conference Canadienne de Genie Parasismique July 25-29, 2010, Toronto, Ontario, Canada • Paper No

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: Observational · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.538
Threshold uncertainty score0.710

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
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 head0.015
GPT teacher head0.235
Teacher spread0.220 · 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

Citations2
Published2010
Admission routes1
Has abstractyes

Explore more

Same topicStructural Response to Dynamic LoadsFrench-language works237,207