MétaCan
Menu
Back to cohort
Record W4404741258 · doi:10.1061/jsendh.steng-13588

Seismic Hybrid Testing of Two-Story Low Aspect Ratio RC Shear Walls with Different Configurations in Nuclear Facilities

2024· article· en· W4404741258 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.

affAt least one author lists a Canadian institution in the pinned OpenAlex snapshot.

Bibliographic record

VenueJournal of Structural Engineering · 2024
Typearticle
Languageen
FieldEngineering
TopicStructural Health Monitoring Techniques
Canadian institutionsMcMaster University
Fundersnot available
KeywordsShear wallStructural engineeringShear (geology)Aspect ratio (aeronautics)GeologyMaterials scienceEngineeringGeotechnical engineeringComposite material

Abstract

fetched live from OpenAlex

Low-aspect-ratio reinforced concrete (RC) shear walls are widely used as a seismic force-resisting system in containment and safety-related nuclear facilities. However, there has been limited research to date that experimentally quantified the performance of such nuclear RC shear walls when subjected to different ground motion levels. This lack of study is mainly attributed to the significant challenges that most laboratories encounter when such walls are tested, especially in a multistory setting, such as specimen sizes, actuator capacities, space limitations, and the ability to simulate the large mass associated with nuclear facilities. To address this, the current study experimentally investigates the seismic performance of two two-story low-aspect-ratio nuclear RC shear walls with different configurations (i.e., namely, walls W1-R and W2-B) using the hybrid simulation testing technique. Wall W1-R was designed to have a rectangular cross-section, while wall W2-B has boundary elements with increased thicknesses at the wall ends. Both walls were designed to have similar shear and flexural capacities to allow for direct comparisons. The walls were then tested under different ground motion levels, ranging from operational to design and beyond-design earthquake levels using a developed hybrid simulation framework. The experimental results of the test walls are presented in terms of their force-displacement responses, lateral and rotational stiffnesses, ductility capacities, rebar strains, crack patterns, and damage sequences. The results show that both walls exhibited similar force and moment capacities, crack patterns, and stiffness degradation trends. However, W2-B showed lower displacements and interstory drifts than those of W1-R during their design basis earthquake levels. The former wall had also higher ultimate lateral and rotational displacements than the latter wall at their beyond-design basis earthquake levels, which indicated enhanced ductility capacities when boundary elements were used in W2-B. In addition, the results show discrepancies between the theoretical and experimental lateral and rotational stiffness values, thus highlighting the need for distinct rigidity reduction factors for low-aspect-ratio RC shear walls in future editions of relevant nuclear design standards. The current study enlarges the experimental database pertaining to the seismic performance of low-aspect-ratio RC shear walls with boundary elements to facilitate their wide practical adoption in nuclear facilities.

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 score0.043
Threshold uncertainty score0.819

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 integrity0.0000.001
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 head0.012
GPT teacher head0.235
Teacher spread0.223 · 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