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Seismic force modification factors for wood light-frame buildings incorporating a new type of OSB-sheathed Midply shear wall system

2025· article· en· W4406064557 on OpenAlexafffund
Amir Kari, Frank Lam, Minghao Li

Bibliographic record

VenueEngineering Structures · 2025
Typearticle
Languageen
FieldEngineering
TopicWood Treatment and Properties
Canadian institutionsUniversity of British Columbia
FundersNatural Sciences and Engineering Research Council of Canada
KeywordsShear wallStructural engineeringOriented strand boardShear (geology)Cross laminated timberFrame (networking)Seismic loadingEngineeringComposite materialMaterials scienceMechanical engineering

Abstract

fetched live from OpenAlex

The original Midply system (Midply1.0) is a wood shear wall system known for its high strength and superior lateral performance; however, its shortcomings led to the development of an upgraded version (Midply2.0). While prior research has demonstrated the robust performance of Midply2.0 wall specimens under monotonic and reversed cyclic loading, the seismic behavior of wood light-frame buildings incorporating these walls, hereafter Midply2.0 buildings, remains unexplored. This study evaluates the lateral performance of Midply2.0 buildings under high seismic loads. Factored shear resistance values were determined for six OSB-sheathed Midply2.0 wall configurations and force modification factors R o (overstrength-related) and R d (ductility-related) were estimated. Eleven Midply2.0 buildings, ranging from three to six stories, were designed for high seismic loads, and ten of these buildings were subjected to a total of approximately 8500 nonlinear time-history analyses using 22 pairs of scaled far-field earthquake records. The results indicate that all the designed Midply2.0 buildings met the required strength and drift criteria at the design hazard level earthquakes. Additionally, the adjusted collapse margin ratios (ACMRs), calculated using a simplified FEMA P695 method, were within acceptable limits. The study concludes that a combined force modification factor ( R o R d ) of 5.1 is suitable for the seismic design of Midply2.0 buildings. • Determined factored shear resistance for six Midply2.0 shear wall configurations. • Simulated Midply2.0 shear walls using the Pseudo-nail model approach. • Evaluated seismic performance of wood-frame buildings with Midply2.0 shear walls. • Conducted approximately 8500 nonlinear time history analyses. • Recommended combined force modification factor of 5.1 for seismic design.

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 score0.292
Threshold uncertainty score0.892

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 head0.013
GPT teacher head0.219
Teacher spread0.206 · 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

Citations0
Published2025
Admission routes2
Has abstractyes

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