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Record W3036297901 · doi:10.1139/cjce-2019-0696

Seismic behaviour of self-insulating inner-framed bearing walls with openings

2020· article· en· W3036297901 on OpenAlexaffvenue
Kang Liu, Xin Liu, Guangpeng Zhang, Hong-Wei Sun, Zhaoyan Cui, Fusheng Liu, Shaojie Wang

Bibliographic record

VenueCanadian Journal of Civil Engineering · 2020
Typearticle
Languageen
FieldEngineering
TopicMasonry and Concrete Structural Analysis
Canadian institutionsUniversity of British Columbia
FundersNational Key Research and Development Program of ChinaNatural Science Foundation of Shandong ProvinceChina Postdoctoral Science Foundation
KeywordsStructural engineeringDuctility (Earth science)DissipationBearing capacityShear wallMasonryStiffnessDiagonalCrackingSeismic analysisSeismic loadingDeformation (meteorology)Geotechnical engineeringEngineeringMaterials scienceMathematicsGeometryComposite material

Abstract

fetched live from OpenAlex

Traditional masonry structures have prominent problems, such as high building energy consumption and poor seismic performance. In view of this situation, the research group proposed a structural system of self-insulating inner-framed bearing walls (SIBWs) based on the integration of seismic and energy conservation. In this paper, five SIBWs were designed and manufactured. The influence of openings on the seismic performance of the structures was studied, and the unified calculation formula for the seismic bearing capacity was established by a low cycle cyclic loading test. The results showed that all five specimens had a high seismic bearing capacity; ductility coefficients of 2.95, 3.03, 4.09, 3.55, and 3.67, indicating good ductility and deformation capacity; and that the failure modes were all ductile failure modes. The openings had a significant influence on the hysteretic curve, skeleton curve, stiffness, and energy-dissipation capacity of the SIBWs. The failure process of the test wall was characterized by the interaction, transition, and weak framework stages. In theory, based on the equivalent elastic plate model, the unified calculation method of the wall cracking load was established. Based on the idea of the shear resistance mechanism, the diagonal compression bar model of the rigid frame was proposed, and the unified calculation method of the ultimate load of the wall was also established. A comparison with the measured values shows that the calculation method is accurate and that it helps to promote the integrated development of seismic and energy conservation for masonry structures, especially in rural areas.

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: Empirical
Teacher disagreement score0.008
Threshold uncertainty score0.746

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 integrity0.0000.000
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 head0.005
GPT teacher head0.162
Teacher spread0.156 · 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

Citations5
Published2020
Admission routes2
Has abstractyes

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