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Record W3048780579

Comparative Seismic Analysis of Multi-Storey Buildings Using Indian, Canadian and Japanese Regulations

2020· article· en· W3048780579 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.

aboutThe title or abstract carries a Canadian signal from the geographic lexicon.
no affNo Canadian affiliation: this work is invisible to an affiliation-only frame.
No Canadian affiliation. An affiliation-only frame, the usual design, would never have seen this work. It is one of the works that make the case for inverting the frame.

Bibliographic record

VenueJournal of Emerging Technologies and Innovative Research · 2020
Typearticle
Languageen
FieldEngineering
TopicSeismic Performance and Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsSeismic analysisBending momentBuilding codeStructural engineeringEngineeringCode (set theory)Seismic loadingCivil engineeringComputer science
DOInot available

Abstract

fetched live from OpenAlex

The seismic structure can resist vertical and lateral forces acting on the structure. However, no structure can completely resist an earthquake without a refund, since a damage-free design structure is very profitable. According to the code, the seismic structure is designed to withstand at least one earthquake expected during the life of the structure. Many countries have their own codes of conduct when designing seismic structures. Analyze and design reinforced concrete buildings according to the code requirements. These buildings designed in accordance with the provisions of the Code can survive the entire earthquake, with little damage to the structural elements and there is enough time or warning to escape the structure. There are differences in anti-seismic building codes in different countries because they all take into account different factors such as strength, size, area factor and importance factor, which is why it is difficult to determine them. In this project, various international design codes were used to conduct comparative analysis and research on RCC buildings. The comparison carried out in this project provides for the maximum cutting force, the maximum bending moment, the maximum bending, etc. This comparative study shows the impact of different codes on these parameters and the economic design of the building. In this project, a G+11 building is planned and analysed. The design and analysis is carried out using three International Seismic Standards IS: 1893 –Criteria for earthquake resistant design of structures Part 1, Japanese seismic Design codes, AIJ, BSLJ, Canada code NBCC 2005, CSA Standards A23.3-94.

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)0.001
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 score0.474
Threshold uncertainty score0.374

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0010.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0030.007
Science and technology studies0.0000.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.001
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 head0.116
GPT teacher head0.369
Teacher spread0.253 · 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