MétaCan
Menu
Back to cohort

Low-temperature effect on seismic performance of isolated highway bridges with high damping rubber bearings

2025· article· en· W4412770412 on OpenAlexaff
Jie Shen, Akira Igarashi, Ji Dang, Yuki Hamada, Takehiko Himeno

Bibliographic record

VenueEngineering Structures · 2025
Typearticle
Languageen
FieldEngineering
TopicSeismic Performance and Analysis
Canadian institutionsUniversity of British Columbia, Okanagan CampusUniversity of British Columbia
Fundersnot available
KeywordsNatural rubberStructural engineeringEngineeringGeotechnical engineeringMaterials scienceForensic engineeringComposite material

Abstract

fetched live from OpenAlex

The high damping rubber (HDR) bearing and lead high damping rubber (LHDR) bearing have been proven to be temperature-sensitive bearings in previous research, especially at low temperatures. However, this characteristic may affect the seismic performance of isolated bridges with HDR and LHDR bearings at low ambient temperatures. Due to the absence of explanations for the temperature-dependent mechanisms of rubber bearings, current seismic design codes for isolated bridges in Japan do not consider low-temperature environmental factors. To thoroughly evaluate the seismic performance of isolated bridges with HDR and LHDR bearings at low ambient temperatures and provide a reference for current seismic design codes, a nonlinear bridge model is established to conduct dynamic analysis at ambient temperatures of −20℃, 0℃, and 23℃. The multi-layer thermo-coupled Bouc-Wen (MTBW) model is adopted to replace the bilinear model and simulate the behavior of the HDR and LHDR bearings in the bridge model to account for the low-temperature effect. The ductility of the bridge pier and the shear strain of the isolation bearing are selected as two engineering demand parameters. The corresponding damage states are defined in incremental dynamic analysis (IDA) and seismic fragility analysis. The research outcomes show that low temperatures have significant effects on the seismic performance of isolated bridges, with a reduction in the maximum shear strain and energy dissipation of bearings and an increase in displacement of the pier. The effectiveness of the isolation system is weakened at low ambient temperatures. Moreover, the failure probability becomes higher at low ambient temperatures for both the bridge pier and bearing at each damage state. At low ambient temperatures, the probability of pier damage occurring before bearing damage increases, which becomes the dominant damage mode in most cases. The low-temperature effect is recommended to be thoroughly assessed for isolated highway bridges in cold earthquake-prone regions.

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 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 categoriesMeta-epidemiology (narrow)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.555
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.001
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 head0.001
GPT teacher head0.168
Teacher spread0.167 · 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 teacher head, not a consensus.

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

Citations7
Published2025
Admission routes1
Has abstractyes

Explore more

Same venueEngineering StructuresSame topicSeismic Performance and AnalysisFrench-language works237,207