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Record W6999971189

Effects of Strong-motion Duration on the Response
\nof Reinforced Concrete Frame Buildings

2013· dissertation· en· W6999971189 on OpenAlexfundaboutno aff

Bibliographic record

VenueSpectrum Research Repository (Concordia University) · 2013
Typedissertation
Languageen
FieldEngineering
TopicSeismic Performance and Analysis
Canadian institutionsnot available
FundersConcordia University
KeywordsReinforced concreteDuration (music)Frame (networking)Seismic analysisPeak ground accelerationGround motionEarthquake engineeringIncremental Dynamic AnalysisAcceleration
DOInot available

Abstract

fetched live from OpenAlex

In current practice of the selection of earthquake records for the time-history analysis of structures, the parameters considered are earthquake magnitude, distance from the earthquake source to the site where the record is obtained, soil condition at the site, and type of earthquake. The strong-motion duration of the record is not considered in this process. A number of studies have been conducted on the investigation of the effects of strong-motion duration on the structural response; however the conclusions from these studies are contradictory. Some studies report significant effects while others report minimal or no effects. The objective of this study was to investigate the effects of strong-motion duration of earthquake records on the seismic response of reinforced concrete frame buildings. \nFor the purpose of the study, three reinforced concrete frame buildings (4-, 10-, and 16-storey) designed according to the 2005 edition of the National Building Code of Canada were considered in the analyses. The buildings were located in Vancouver, which is in a high seismic zone in Canada. Nonlinear time-history analyses were conducted on three building models using two sets of accelerograms as seismic excitations. One set consists of simulated accelerograms representative of the ground motions in Vancouver, and the other set consists of real accelerograms recorded from earthquakes in California. The ground motions were scaled to three excitation levels, i.e., 0.5Sa(T1), 1.0Sa(T1), and 2.0Sa(T1) in which Sa(T1) was the spectral acceleration at the dominant period of the building. The four definitions of strong-motion duration considered in the study were uniform duration, bracketed duration, significant duration, and effective duration. The structural responses were represented by interstorey drift, beam curvature ductility, column curvature ductility, roof displacement and base shear. \nBased on the results from the study, it was found that the effects of the strong-motion duration on the structural response depended on the dynamic characteristics of the building and the seismic excitation level. They did not depend on the response parameter considered and the type of the record used in the analysis. Moreover, regression functions between the structural response and the strong-motion duration could not be developed with respect to the response parameters and the definitions of the strong-motion duration considered in this study.

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)0.001
metaresearch head score (Gemma)0.004
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Simulation or modeling · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.004
Threshold uncertainty score0.008

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.004
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 science0.0000.001
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0020.000

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 head0.010
GPT teacher head0.232
Teacher spread0.222 · 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 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
Published2013
Admission routes2
Has abstractyes

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