MétaCan
Menu
Back to cohort
Record W7115686078 · doi:10.71846/18-wcee-1390

IMPLEMENTATION OF A HYBRID SIMULATION TO INVESTIGATE INELASTIC HIGHER-MODE EFFECTS IN RC STRUCTURAL

2025· article· en· W7115686078 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 wallSubstructureShear (geology)Amplification factorEarthquake shaking tableNonlinear systemStiffnessReinforced concreteSeismic analysis

Abstract

fetched live from OpenAlex

Reinforced concrete (RC) structural walls are used as seismic force-resisting systems in most modern mid-rise and high-rise buildings. It has been demonstrated that shear force amplification occurs in yielding RC walls during a strong earthquake due to higher vibration mode effects. This is a major concern for preventing shear failure, which can be addressed by incorporating a shear amplification factor into current codes. Several numerical studies have been performed to predict the amplification factor. The complexity of seismic responses of RC walls in plastic hinge zones has led some to doubt predicted shear force amplification when using such analysis. The substructure hybrid test method provides the opportunity to experimentally evaluate the seismic response of an entire RC wall structure under actual earthquake loads without including large masses typically encountered in multistory buildings. Hybrid tests were conducted on 8-story ductile regular RC walls using advanced controlling methods to investigate shear force amplification due to inelastic higher-mode effects. The studied structure was divided into experimental and numerical subassemblies. The experimental test specimen corresponded to the first story of a model RC wall as a key region of interest, while the remaining wall was modeled numerically using nonlinear beam–column elements. The size of the test specimen was scaled down to accommodate the equipment capacity in the structural laboratory. A series of tests based on short-duration earthquake ground motions typical of eastern Canada seismic hazard regions resulted in higher than code-specified shear amplification factors, but no sudden significant decline in lateral stiffness was recorded. Considering the possibility of a large-magnitude, long-duration earthquake generated by the Cascadia Subduction Zone (CSZ) in western Canada, two numerical modeling methods were used for an inelastic time history analysis of a 10-story RC wall located in Vancouver subjected to ground motions selected from a subduction ground motion database based on the conditional spectrum (CS) method. It was found that a large-magnitude long-duration earthquake could cause several amplified shear cycles, raising concerns about the risk of brittle shear failure. Consequently, further experimental testing is needed considering these results and uncertainties regarding the shear capacity of an RC wall under a high number of cycles with amplified shear demand.

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: Empirical
Teacher disagreement score0.172
Threshold uncertainty score0.606

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 head0.013
GPT teacher head0.255
Teacher spread0.242 · 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