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Record W2736299972 · doi:10.1002/tal.1398

Case study of the seismic response of an extra‐dosed cable‐stayed bridge with cable‐sliding friction aseismic bearing using shake table tests

2017· article· en· W2736299972 on OpenAlexaff
Haolin Yang, Yutao Pang, Shengze Tian, Xinzhi Dang, Wancheng Yuan

Bibliographic record

VenueThe Structural Design of Tall and Special Buildings · 2017
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsPolytechnique Montréal
FundersMinistry of Science and Technology of the People's Republic of ChinaNational Natural Science Foundation of China
KeywordsEarthquake shaking tablePierStructural engineeringAccelerationBearing (navigation)GirderEngineeringBridge (graph theory)Displacement (psychology)ShakeFinite element methodPeak ground accelerationGeotechnical engineeringGround motionComputer sciencePhysicsMechanical engineering

Abstract

fetched live from OpenAlex

Summary This paper presents an experimental case study of an extra‐dosed cable‐stayed bridge isolated by cable‐sliding friction aseismic bearing (CSFAB) based on 1/20 scaled half structure multiple shake table test. The mechanical characteristics of new version CSFAB are first described in details. Then the half structure test method is introduced and validated by finite element model analyses. The test setup with 4 independent shake tables is later introduced. The test model was subjected to a suite of ground motions of increasing peak ground acceleration, first while the bridge was isolated by CSFABs and subsequently while it was isolated by conventional sliding bearings. Observation and measured seismic responses are reported. During the tests, the CSFAB system had high isolation efficiency at mild girder‐pier relative seismic displacement and could restrain girder movement at excessive relative displacement. The test results also indicate self‐centering capacity of CSFAB. Although the effectiveness of the restraining function of CSFAB is evident, momentary increase in girder acceleration and pier acceleration could be witnessed during the restraining, which could lead to enlarged seismic force and moment of the pier. Therefore, it is recommended that the maximum restraining force of the cables be carefully designed considering the pier strength.

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: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.002
Threshold uncertainty score0.005

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.000
Bibliometrics0.0010.000
Science and technology studies0.0000.001
Scholarly communication0.0000.000
Open science0.0010.001
Research integrity0.0010.000
Insufficient payload (model declined to judge)0.0020.000

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 head0.037
GPT teacher head0.259
Teacher spread0.222 · 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

Citations30
Published2017
Admission routes1
Has abstractyes

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Same venueThe Structural Design of Tall and Special BuildingsSame topicStructural Behavior of Reinforced ConcreteFrench-language works237,207