MétaCan
Menu
Back to cohort

Seismic-Response Analysis of RC C-Shaped Core Walls Subjected to Combined Flexure, Shear, and Torsion

2018· article· en· W2856137647 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.
fundA Canadian funder is recorded on the work.

Bibliographic record

VenueJournal of Structural Engineering · 2018
Typearticle
Languageen
FieldEngineering
TopicSeismic Performance and Analysis
Canadian institutionsConcordia University
FundersCement Association of Canada
KeywordsStructural engineeringTorsion (gastropod)Shear wallHingeShear forceSeismic analysisPlastic hingeReinforced concreteUnreinforced masonry buildingShear (geology)Bending momentGeologyEngineeringMasonry

Abstract

fetched live from OpenAlex

Although dynamic torsional responses are often regarded as secondary effects in the seismic design of symmetric-plan buildings, torsional effects arising from plan asymmetry can be substantial in some cases. In RC wall buildings, a combination of flexural, shear, and torsion dictates the type of failure, which needs to be addressed in the design of RC walls. This study investigates two aspects of building structures with C-shaped RC walls: (1) evaluation of seismic force demand at different levels of torsional sensitivity, and (2) effectiveness of using the dual plastic hinge method in controlling the seismic shear force demand. A macroscale modeling approach using the wide column analogy captures the inelastic response of C-shaped RC wall buildings, including torsional effects. The numerical model of the wall is validated against available experimental data. Nonlinear time history analyses of typical multistory buildings located in eastern North America (8-, 12-, and 16-story) are performed. Four different levels of torsional sensitivity (B=1.3, 1.7, 2.0, and 2.5) are considered for each building configuration. Although the studied range of torsional sensitivity has no substantial effect on the bending moment envelope of the building, it significantly increases the story shear force demand during an earthquake. The shear force envelopes in torsionally sensitive buildings (B>1.7) exceed the capacity design envelope predicted by the response spectrum analysis of a large number of selected ground motions. The dual plastic hinge design method recently proposed by other researchers is adopted and is found to be an efficient method, resulting in lower shear force demand along the height of the structure, especially when high torsional flexibility is expected.

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 score0.463
Threshold uncertainty score0.651

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 head0.227
Teacher spread0.219 · 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