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Record W7115780647 · doi:10.71846/18-wcee-0472

COLLAPSE RISK OF TALL NON-DUCTILE REINFORCED CONCRETE SHEAR WALL BUILDINGS

2025· article· en· W7115780647 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

VenueWorld Conference of Earthquake Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicSeismic Performance and Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsShear wallReinforced concreteArchetypeHazardBuilding codeSeismic hazardDemolitionProgressive collapse

Abstract

fetched live from OpenAlex

Since the late 1950s, tall reinforced concrete shear wall (RCSW) buildings have been predominant (~80% of all tall buildings) in the Metro Vancouver region of southwestern British Columbia. In the mid-1980s, a number of factors, including ductility and other detailing requirements, improved the design and construction practice of these buildings. The new design requirements highlighted the vulnerabilities of RCSW buildings constructed prior to the 1980s. These vulnerabilities include the use of thin walls (~200 mm) with a single layer of reinforcement, the absence of boundary zones, and low wall areas relative to the floor area. This study assesses the collapse risk of this taxonomy of buildings by evaluating ten archetypes, five with 10 stories and five with 30 stories in height, based on the trends observed in a detailed inventory of this type of building. The archetype buildings are also checked against the strength requirements of the corresponding building code. Nonlinear structural analysis models of the archetype buildings are developed in OpenSeesPy. A multiple stripe analysis is carried out at four distinct hazard levels to characterize the collapse risk of each archetype building. Ground motion records were selected per the requirements of the 2015 National Building Code of Canada representing three unique tectonic regimes: crustal, intraslab and interface earthquakes. The results of the study are used to investigate the variability in the collapse risk of buildings within the taxonomy of interest. The results indicate significantly from building to building, with the 50-year collapse risk ranging from 6% to 35%, which is significantly higher than the 1% target found in modern US building codes.

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 categoriesMeta-epidemiology (narrow)
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 score0.025
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0010.000
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 head0.008
GPT teacher head0.192
Teacher spread0.184 · 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