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Record W1978676045 · doi:10.1061/9780784479117.050

Performance-Based Seismic Design for the Vancouver Evergreen Line Rapid Transit Project—Process, Challenges, and Innovative Design Solutions

2015· article· en· W1978676045 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

VenueStructures Congress 2015 · 2015
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Stabilization
Canadian institutionsnot available
Fundersnot available
KeywordsEngineering design processProcess (computing)Seismic analysisDesign processTransit (satellite)Computer scienceCivil engineeringEngineeringTransport engineeringWork in processMechanical engineeringPublic transport

Abstract

fetched live from OpenAlex

Performance based seismic design has emerged as one of the most rational methods to overcome inherent risks and uncertainties in predicting the seismic performance of structures designed by the force based approach. The Vancouver Evergreen Line Rapid Transit Project is a first known rapid transit project in Canada utilizing the multi-level performance-based design approach for the Guideway structures. The proposed Guideway alignment runs through enormously challenging site conditions prone to soil liquefaction causing variable, large-scale lateral spreading. Ground improvements were mostly precluded due to deep liquefiable layers coupled with a stiff crest near the surface, utility proximity and right of way issues. Innovative and robust structural solutions had to be developed to meet the performance criteria. Non-linear structural analyses incorporating soil-pile-structural interactions and directional ground deformations were carried out to confirm structural performance. As per the Project Agreement, the station building structures were designed based on the single-level and force-based design approach of the 2006 British Columbia Building Code, which presented additional challenges for the interface structural elements. This paper provides a summary of the seismic design criteria specified by the PA, seismic design review and approval process, technical challenges faced and innovative design solutions developed to meet the prescribed seismic performance criteria.

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: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: none
Teacher disagreement score0.991
Threshold uncertainty score0.702

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 head0.074
GPT teacher head0.257
Teacher spread0.183 · 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