MétaCan
Menu
Back to cohort
Record W2053805117 · doi:10.1139/l03-095

Reply to the discussion by R.D. Watts on "Overview of seismic provisions of the proposed 2005 edition of the National Building Code of Canada"

2003· article· en· W2053805117 on OpenAlexvenueaboutno aff
Arthur C. Heidebrecht

Bibliographic record

VenueCanadian Journal of Civil Engineering · 2003
Typearticle
Languageen
FieldEngineering
TopicSeismic Performance and Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsCode (set theory)Building codeEngineeringForensic engineeringCivil engineeringComputer scienceProgramming language

Abstract

fetched live from OpenAlex

The discussion by R. Watts raises several questions that are concerned with the changes in seismic force levels and the increased complexity in the proposed 2005 seismic provisions. Watts uses examples of large changes in the seismic hazard parameters to question the validity of the design forces themselves. The reasons for such large changes are due primarily to better knowledge of the geographical distribution of seismic hazard and improved methodology for estimating that hazard, as described by Adams et al. (1999). While the nature of earthquakes and their effects as well as the limited amount of historical data result in considerable uncertainty, the median values of seismic hazard parameters, which are used in the proposed 2005 seismic provisions for the determination of design forces, are robust values that are expected to remain stable over some period of time. Of course, the experience of future earthquakes (locations, magnitudes, and resulting ground motions) will have an effect on estimates of seismic hazard that will be calculated in years to come. Given the potentially catastrophic effects of large earthquake ground motions, the design of buildings must take these rare events into account, which is precisely the approach taken in treating earthquake loads in the National Building Code of Canada. Watts also raises several questions arising from the increased complexity of the proposed 2005 seismic provisions. The question of the justification of increased building design and construction costs are certainly relevant to the development of seismic design provisions in a building code. The cost associated with increased design effort is, in the author’s view, largely one of educating designers to enable them to use the code easily and effectively as a design tool. The increase in the total cost of a building, even in the cases in which the seismic design forces have increased significantly, is likely to be relatively small. Both costs are certainly justified in the interests of improved life safety to the occupants of buildings; significant increases in forces arise primarily because the improved knowledge of seismic hazard has demonstrated that previous seismic hazard estimates were too low. Watts’questions and comments on code enforcement and site supervision are not issues that can or should be addressed in a seismic design code, nor are they germaine to the content of the paper.

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)0.010
metaresearch head score (Gemma)0.040
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Not applicable · Consensus signal: Not applicable
GenreCandidate signal: Commentary · Consensus signal: Commentary
Teacher disagreement score0.345
Threshold uncertainty score0.693

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0100.040
Meta-epidemiology (narrow)0.0010.001
Meta-epidemiology (broad)0.0020.002
Bibliometrics0.0020.002
Science and technology studies0.0110.009
Scholarly communication0.0070.008
Open science0.0070.004
Research integrity0.0600.048
Insufficient payload (model declined to judge)0.0100.004

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 head0.198
Teacher spread0.189 · 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 designNot applicable
Domainnot available
GenreCommentary

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

Citations1
Published2003
Admission routes2
Has abstractyes

Explore more

Same venueCanadian Journal of Civil EngineeringSame topicSeismic Performance and AnalysisFrench-language works237,207