MétaCan
Menu
Back to cohort
Record W7115764852 · doi:10.71846/18-wcee-0904

EFFECT OF VERTICAL GROUND MOTIONS ON SEISMIC ISOLATION DESIGN OF THE CANADIAN PARLIAMENT BUILDING

2025· article· en· W7115764852 on OpenAlexaboutno aff

Bibliographic record

VenueWorld Conference of Earthquake Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicSeismic Performance and Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsGround motionSeismic isolationRetrofittingSeismic analysisHorizontal and verticalBase isolationResponse spectrumSeismic retrofitShieldShear (geology)

Abstract

fetched live from OpenAlex

The ongoing restoration of Canada's Parliament Building, a prominent heritage building, includes the implementation of seismic isolation to enhance its seismic resilience. With its 6-story Centre Block featuring stone and brick walls, steel columns, and unreinforced concrete foundations, as well as the vulnerable 92 m tall Peace Tower supported by unreinforced concrete piers, addressing seismic risk is crucial. Approximately 580 isolators, including elastomeric bearings and flat sliding bearings, are utilized in the seismic isolation system to achieve cost-effective retrofitting while preserving the building's heritage characteristics. When complete, it will be one of the largest seismically-isolated heritage buildings in North America. A comprehensive three-dimensional analytical model was utilized to conduct detailed nonlinear time history analyses, accurately capturing significant mass and stiffness irregularities within the structure. Two sets of 11 ground motion records were carefully selected—one scaled for the short-period range of the design response spectrum, representing nearby earthquakes of smaller magnitude, and the other for the long-period range, representing larger magnitude distant earthquakes. A site-specific vertical target response spectrum was developed, and scaling factors for the vertical ground motion component were determined independently to ensure compatibility with the vertical spectrum. This paper focuses on investigating the impact of the vertical component of ground motions on the shear demands of the superstructure walls and piers within the isolated structure. Notably, the results reveal a significant increase in shear demands for the superstructure walls due to the vertical component of short-period ground motions, which may not be effectively attenuated by the isolation system. These additional induced shear demands primarily occur within the frequency range associated with the vertical vibration frequency of individual floors and the global vertical mode linked to the overall vertical stiffness of the isolation system. A comparison of shear demands with and without the vertical component highlights the importance of considering it in the analysis, assessment, and design of seismically-isolated heritage structures. Despite the increased shear demands, the seismic isolation system effectively reduces induced base shear in the walls compared to conventional retrofit methods for fixed base 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 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: Empirical
Teacher disagreement score0.121
Threshold uncertainty score0.422

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 head0.014
GPT teacher head0.214
Teacher spread0.199 · 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.

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

Citations0
Published2025
Admission routes1
Has abstractyes

Explore more

Same venueWorld Conference of Earthquake EngineeringSame topicSeismic Performance and AnalysisFrench-language works237,207