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Record W4404561126 · doi:10.1016/j.istruc.2024.107814

Improving the seismic response of existing shear wall structures through experimentally validated high-performance RC retrofit

2024· article· en· W4404561126 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

VenueStructures · 2024
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsUniversity of British Columbia, Okanagan CampusUniversity of British Columbia
FundersUnited Arab Emirates University
KeywordsShear wallStructural engineeringShear (geology)Reinforced concreteMaterials scienceGeologyGeotechnical engineeringComposite materialEngineering

Abstract

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Since reinforced concrete (RC) multistory shear wall (MSSW) buildings comprise an essential part of modern urban built environments, it is vital to investigate the failure modes of existing SW systems through shake-table testing (STT) and propose effective techniques to mitigate their seismic risk. Thus, this study aims to enrich the literature with STT results of two-story shear wall (2SSW) specimens representing the lateral force-resisting system (LFRS) and construction practice of pre-seismic code MSSW structures before and after the retrofit. The study also experimentally verifies the effectiveness and modeling approach of a contemporary technique comprising thin high-performance reinforced concrete (HPRC) jackets and steel angles to enhance the SW buildings’ seismic performance. Following assessing the seismic response of an existing SW specimen through pre-STT dynamic simulation, the first phase of the STT campaign confirmed the vulnerability of the substandard 2SSW primarily to bond slip failure at the construction joint. The STT results of a second 2SSW specimen retrofitted with HPRC jackets and steel plates confirmed that the unfavorable failure mode at construction joints was delayed from 0.96 g to 1.44 g. At the same input ground motion intensity that triggered the bond slip for the substandard 2SSW, the maximum top drift ratio and chord rotation of the enhanced 2SSW specimen were significantly reduced by 93.5 % and 91 %, respectively. Finally, the effectiveness of the risk-mitigation technique when applied to a three-dimensional simulation model of a real-life SW building is confirmed through probabilistic seismic performance assessment. Under the most significant seismic events at the design-based earthquake (DBE), the probability of the continued occupancy damage state improved from 26 % to almost 100 %. Signs of damage, including impaired occupancy, structural damage, and collapse, were mitigated at DBE through the proposed measures to reduce the seismic risk of existing SW structures. • Shake-table testing (STT) of substandard shear wall (SW) specimen was carried out. • Vulnerability of SW specimen to bond slip at the construction joint is confirmed. • Seismic retrofit involving high-performance concrete jacket was verified using STT. • Adopted retrofit effectively reduced the seismic demands of a second SW specimen. • Continued occupancy probability of retrofitted building improved from 26 % to 100 %.

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: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.012
Threshold uncertainty score1.000

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0000.000
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0010.000
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 head0.020
GPT teacher head0.266
Teacher spread0.246 · 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