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Criterion for Applying Two-Step Analysis Procedure to Seismic Design of Wood-Frame Buildings on Concrete Podium

2019· article· en· W2988542255 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.
aboutThe title or abstract carries a Canadian signal from the geographic lexicon.

Bibliographic record

VenueJournal of Structural Engineering · 2019
Typearticle
Languageen
FieldEngineering
TopicWood Treatment and Properties
Canadian institutionsFPInnovations
Fundersnot available
KeywordsStiffnessStructural engineeringEngineeringSeismic analysisBenchmark (surveying)Frame (networking)Mechanical engineeringGeology

Abstract

fetched live from OpenAlex

Neither the 2015 National Building Code of Canada (NBCC) nor the 2014 Canadian wood design standard, Engineering design in wood, explicitly provides seismic design guidelines for wood-frame buildings on a concrete podium. The NBCC commentary and ASCE standard, Minimum design loads and associated criteria for buildings and other structures, provide different criteria for designing podium buildings using a two-step analysis procedure. Of specific interest in this paper is which criterion is more suitable for wood-frame podium buildings. Wood-frame podium buildings with different stiffness ratios, mass ratios, and period ratios were designed with two-step analysis procedure in accordance with the NBCC and Canadian wood design standard. Nonlinear time history dynamic analysis was conducted using the selected earthquake ground motions based on the guidelines proposed for NBCC. Pure wood-frame buildings were also analyzed as benchmark cases for evaluating the seismic performance of midrise podium buildings designed with a two-step analysis procedure. The analysis results show that neither the criterion in the NBCC commentary nor that in the ASCE standard can guarantee that podium buildings designed using the two-step analysis procedure meet the performance-based seismic design criterion. An empirical criterion based on the normalized stiffness ratio and normalized mass ratio was developed. It is concluded that when the normalized stiffness ratio is equal to or greater than 10 times the normalized mass ratio, the buildings designed with the two-step analysis procedure are able to meet the performance-based seismic design criterion.

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 score0.062
Threshold uncertainty score0.731

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 head0.009
GPT teacher head0.219
Teacher spread0.210 · 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