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Record W1944082307 · doi:10.1002/tal.739

Large coseismic displacements and tall buildings

2011· article· en· W1944082307 on OpenAlex
Carlos E. Ventura, Manuel Archila, Armin Bebamzadeh, W. D. Liam Finn

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.

affAt least one author lists a Canadian institution in the pinned OpenAlex snapshot.

Bibliographic record

VenueThe Structural Design of Tall and Special Buildings · 2011
Typearticle
Languageen
FieldEngineering
TopicSeismic Performance and Analysis
Canadian institutionsUniversity of British Columbia
FundersTongji University
KeywordsGeologySeismologyDirectivityDisplacement (psychology)Parametric statisticsStructural engineeringNonlinear systemFault (geology)Geotechnical engineeringEngineeringPhysicsTelecommunicationsMathematics

Abstract

fetched live from OpenAlex

SUMMARY Seismic demands imposed on tall buildings are sensitive to long‐period ground motions. A source of these motions can be near‐fault effects: rupture directivity and fling step (large coseismic displacements). The potential adverse effects of near‐fault motions on structures have been attributed to rupture directivity in previous studies. However, the influence of large coseismic displacement on tall building seismic response has not been widely investigated. This study explores the influence of coseismic displacements on the nonlinear response of tall buildings. Several nonlinear time history analyses were performed to evaluate the response of a reinforced concrete tall building to coseismic displacements. The ground motions used for these analyses were recorded in the proximity of faults where large coseismic displacements have been observed. Recorded motions from the Landers earthquake (1992), Kocaeli earthquake (1999), Tohoku earthquake (2011) and Chi‐Chi earthquake (1999) were selected for this study. The results from a parametric study of the response of a single‐degree‐of‐freedom system showed that the influence of the fling on the system response is dependent on (a) the ratio of fling rise time to the fundamental period of the system and (b) the yielding resistance of the structure. At the onset of yielding, the fling step can further drive the system into very large displacements. The results from the case study indicate a significant increase on the seismic response of a tall building when the fling effect is included in the ground motions. This issue is a concern for tall buildings in regions where faults are not mapped to a great extent and near‐fault fling effect could be produced by a large magnitude earthquake. Copyright © 2011 John Wiley & Sons, Ltd.

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)0.000
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: Bench or experimental · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.535
Threshold uncertainty score0.537

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
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 science0.0000.000
Research integrity0.0000.000
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 head0.014
GPT teacher head0.206
Teacher spread0.192 · 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