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Record W6981624578

Estudio analítico de los efectos de la torsión natural en el comportamiento de edificios de varios pisos torsionalmente desbalanceados ante solicitaciones sísmicas

2013· article· es· W6981624578 on OpenAlexaboutno aff

Bibliographic record

VenueDSpace Main Institutional Repository University of the North (Universidad del Norte) · 2013
Typearticle
Languagees
FieldHealth Professions
TopicHealth Literacy and Information Accessibility
Canadian institutionsnot available
Fundersnot available
KeywordsContext (archaeology)Work (physics)Deformation (meteorology)Limiting
DOInot available

Abstract

fetched live from OpenAlex

Las recomendaciones de diseño para edificios de varios pisos torsionalmente desbalanceados, que presentan diferentes códigos de diseño de edificaciones, de países como Canadá, Estados Unidos, México, Australia, entre otros, y las que proponen diferentes investigadores, son analizadas en este trabajo junto con las recomendaciones que presentan las Normas Colombianas de Diseño y Construcción Sismo Resistente NSR-98.Este estudio se hace mediante un análisis inelástico comparativo de las demandas de ductilidad normalizadas en los planos resistentes de un edificio cuyos centros de rigidez de piso no coinciden con los centros de cortante, con respecto a las demandas de ductilidad que presentan estos mismos planos en una estructura torsionalmente balanceada. El trabajo incluye tres modelos de edificios de cinco pisos, sometidos al registro acelerográfico de El Centro en las dos direcciones principales; siete procedimientos de diseño que reflejan las recomendaciones de los diferentes códigos de construcción y las desarrolladas en recientes investigaciones, y considera dos coeficientes de reducción de resistencia que involucran una evaluación en diferentes niveles de la respuesta inelástica./The design recommendations for torsionally unbalanced multistory buildings present different design codes for edifications in countries like Canada, USA, Mexico and Australia, among others; these and the proposals by different researchers are analyzed in this document along with the recommendations presented by the Colombian Regulations for Design and Seismic Resistant Constructions NSR-98.This study made through a comparative inelastic analysis of the ductility demands normalized in the resistant planes of a building whose floor rigidity centers do not coincide with the shear centers, with respect to the ductility demands presented by those planes in a torsionally balanced structure. The study considers three models of five-story buildings, subjected to both horizontal components of the El Centro (1940) ground motion as well as seven procedures that reflect the recommendations of the different construction codes and those developed in recent researches; two resistance reduction coefficients that involve an evaluation in different levels of inelastic response are considered.

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)0.001
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: none
GenreCandidate signal: Other · Consensus signal: none
Teacher disagreement score0.038
Threshold uncertainty score0.075

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0010.001
Scholarly communication0.0010.001
Open science0.0010.001
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0050.001

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 head0.008
GPT teacher head0.299
Teacher spread0.291 · 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
GenreOther

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 routes1
Has abstractyes

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