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Record W4410106713 · doi:10.70803/001c.137718

A Ten-Year Multi-Phase Research Program on the Seismic Response of Reinforced Concrete Block Shear Wall Components and Systems

2019· article· en· W4410106713 on OpenAlexaff
Mohamed Ezzeldin, Wael El‐Dakhakhni

Bibliographic record

VenueThe Masonry Society Journal · 2019
Typearticle
Languageen
FieldEngineering
TopicStructural Behavior of Reinforced Concrete
Canadian institutionsMcMaster University
Fundersnot available
KeywordsShear wallReinforced concreteBlock (permutation group theory)Structural engineeringShear (geology)GeologyPhase (matter)Materials scienceGeotechnical engineeringComposite materialEngineeringGeometryPhysicsMathematics

Abstract

fetched live from OpenAlex

A limited number of studies has been focused on the system-level performance of buildings constructed using reinforced masonry shear walls (RMSW) with different wall cross-section configurations (i.e., rectangular, flanged and with boundary elements) under lateral loads. In addition, within a system of two or more walls, North American design standards (TMS 402 and CSA S304) do not consider the floor slab as a wall coupling element and subsequently ignore such mechanism’s influence on the building behavior and its design. The results of a ten-year (2007-2017) research program focused on quantifying the seismic performance of masonry buildings demonstrated that slab coupling increased the overall building capacity but also pushed the strength demand on some wall beyond their original design capacities. These increased demands may lead to unpredictable failure modes, and subsequently violate capacity design principles. This paper summarizes the results of the different phases of the research program which includes a series of RMSW with different end configurations tested as individual components along with other similar RMSW tested within three building systems. Following a brief description of the experimental programs, the study compares the load-displacement behavior, damage pattern, wall demands and ductility capacities between the different walls at the component and system-levels. The results show significant discrepancies between the component-level wall responses and the associated system-level responses due to the slab coupling. The results also demonstrate the enhanced overall seismic performance achieved through using boundary elements, as an alternative wall end configuration, to replace traditional walls with rectangular cross sections. The summarized research program presents key experimental and analytical data necessary to facilitate quantifying system-level seismic performance of RMSW buildings within the next editions of the TMS 402 and the CSA S304 as well as performance-based design standards.

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 machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.008
metaresearch head score (Gemma)0.002
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.008
Threshold uncertainty score0.042

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0080.002
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0020.001
Science and technology studies0.0010.001
Scholarly communication0.0010.001
Open science0.0010.003
Research integrity0.0010.002
Insufficient payload (model declined to judge)0.0020.001

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 head0.047
GPT teacher head0.310
Teacher spread0.263 · 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 source (direct Gemma or distilled Codex), not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designBench or experimental
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".

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Citations0
Published2019
Admission routes1
Has abstractyes

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