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Record W7115679071 · doi:10.71846/18-wcee-0672

DESIGN AND ANALYSIS CHALLENGES IN APPLYING SEISMIC ISOLATION TO THE CANADIAN PARLIAMENT BUILDING

2025· article· en· W7115679071 on OpenAlexaboutno aff

Bibliographic record

VenueWorld Conference of Earthquake Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicSeismic Performance and Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsMasonryBase isolationFinite element methodVibration isolationStiffnessIsolatorBlock (permutation group theory)Displacement (psychology)Unreinforced masonry building

Abstract

fetched live from OpenAlex

The seismic upgrade of Canada’s iconic heritage Parliament Building in Ottawa, known as the Centre Block and Peace Tower, will include the installation of a seismic isolation system within the basement of the Centre Block and beneath the Peace Tower, and when complete will be one of the largest seismically-isolated heritage buildings in North America. Similar to that required by the National Building Code of Canada for new buildings, a three-dimensional non-linear dynamic analysis was performed to establish the satisfactory performance of the seismic isolation system design. The isolation system will comprise approximately 580 isolation bearings, consisting of a range of sizes of natural rubber bearings, lead-rubber bearings and flat sliding bearings. The walls and floors were modelled using finite element shell objects. Beam and columns were modelled with frame elements. Reduced element stiffness to account for cracking of the concrete and masonry sections was incorporated through use of element stiffness modifiers - determined from nonlinear studies of individual walls sections. The isolation system components were modelled using nonlinear hysteretic elements and friction sliding elements. The fundamental periods predicted by the model were validated by ambient vibration tests of the Centre Block and Peace Tower. Two suites of 11 time history ground motions, compatible with the short-period and long-period parts of the Uniform Hazard Spectrum, were assessed, including project specific vertical ground motion components. An estimate of the potential range of the Centre Block’s dynamic response was obtained using upper and lower bound material and isolator properties. Unique to this project is the target mean base shear of 3% of the seismic weight for this building located in a region of low to moderate seismic hazard. This paper will provide an overview of the challenges involved in developing the seismic isolation system design, and describe the complex finite element modelling and detailed analyses that have been undertaken. Also discussed are considerations for isolated buildings located in cold climates such as Ottawa, where the effects of snow build-up around the perimeter of the building and ice adhesion at exposed sliding surfaces of the moat covers can adversely contribute to the breakaway resistance of the isolation system. A variety of effective mitigation measures and details to minimize additional breakaway resistance are outlined.

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: none
Teacher disagreement score0.559
Threshold uncertainty score0.959

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
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 head0.032
GPT teacher head0.221
Teacher spread0.189 · 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

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