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Record W4399102646 · doi:10.1201/9781032665443-70

Performance-Based Seismic Design for Unreinforced Masonry: A Literature Review

2024· review· en· W4399102646 on OpenAlexaboutno aff
Guljit Singh, Anshu Tomar, Varinder S. Kanwar

Bibliographic record

Venuenot available
Typereview
Languageen
FieldEngineering
TopicBIM and Construction Integration
Canadian institutionsnot available
Fundersnot available
KeywordsUnreinforced masonry buildingMasonryGeologyCivil engineeringArchitectural engineeringEngineering

Abstract

fetched live from OpenAlex

Worldwide momentous loss to property, structures, and life due to past earthquakes has been reported in previous research studies. Ancient unreinforced masonry structures are at risk against seismic loading as were designed before existence of seismic codes. To mitigate such hazards some criteria need to be incorporated to improve the seismic performance of the buildings. This paper reviews the contributions of research studies toward the development of the methodologies associated with performance-based seismic engineering (PBSE). Performance-based design is used to provide an appropriate and apparent relationship between an earthquake event and the corresponding seismic structural performance of a structure. Experimental and analytical seismic performance based evaluation of various existing structures like a hospital in California, USA, residential building in Barcelona, Spain, and various unreinforced masonry (URM) structures in Europe, Asian, and America (Albania, Pakistan, US, Mexico, and Canada) by a nonlinear static pushover analysis using various software and risk assessment tools has been reviewed and briefly discussed to perceive various structure performance levels, to determine desirable approach, scenario, and design codes. On reviewing existing literature it is observed that mostly analytical and very less performance-based seismic design studies on unreinforced masonry has been reported world over; however, no literature is available on performance-based seismic design of unreinforced clay brick masonry in India and elsewhere. Reviewed study concludes that performance-based approach appears to be more effective and economical. Moderate to severe structural damage level is anticipated under both deterministic and probabilistic scenario. The structural deficiencies are precisely predicted by SAP2000 software. Structural seismic response assessment not clearly explained in American code, whereas Mexican codes are complex in earthquake-resistant design. Probability on slight damage is indicated in HAZUS, whereas ELER predicts complete damage. Review findings show that a vast scope of further research study is essentially required on the performance-based seismic engineering design for evaluation target performance of other structural types.

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)0.003
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: Review · Consensus signal: Review
Teacher disagreement score0.004
Threshold uncertainty score0.014

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.003
Meta-epidemiology (narrow)0.0010.001
Meta-epidemiology (broad)0.0010.001
Bibliometrics0.0040.005
Science and technology studies0.0000.000
Scholarly communication0.0010.001
Open science0.0010.001
Research integrity0.0010.001
Insufficient payload (model declined to judge)0.0040.001

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 head0.032
GPT teacher head0.273
Teacher spread0.241 · 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
GenreReview

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
Published2024
Admission routes1
Has abstractyes

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