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Record W1869577679 · doi:10.1139/l11-064

Response of multistory friction pendulum base-isolated buildings including the vertical component of earthquakes

2011· article· en· W1869577679 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.

venuePublished in a venue whose home country is Canada.
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

VenueCanadian Journal of Civil Engineering · 2011
Typearticle
Languageen
FieldEngineering
TopicVibration and Dynamic Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsPendulumStructural engineeringBase isolationAccelerationBase (topology)Shear (geology)SuperstructureGeotechnical engineeringGeologyEngineeringDisplacement (psychology)Component (thermodynamics)Peak ground accelerationGround motionMathematicsPhysics

Abstract

fetched live from OpenAlex

The current investigation examines effects of the vertical component of earthquake on the base-isolated structures response using friction pendulum system. The structure has been idealized as a 4-story shear type building resting on a friction pendulum system, and the coupled differential motion equations of isolated system are derived and solved in incremental form, using Newmark β-method. Based on the extracted equations, a computer program was developed, which simulates the response of multistory friction pendulum base-isolated buildings with the inclusion of the vertical component of earthquake. Under five near fault earthquakes, effects of vertical ground motion on the multistory friction pendulum base-isolated buildings by varying the main system parameters were studied. These parameters included isolation period, superstructure period, friction coefficient of sliding surface, base to story mass ratio and superstructure damping ratio. The study was carried out with the help of the aforementioned software. In contrary to the previous studies, the current research investigated the effects of the vertical earthquake component on the multistory isolated building responses including the floor acceleration and base shear simultaneously. It was confirmed that the pattern and rate of these effects are quite different. Additionally, it is demonstrated that the maximum error due to neglecting the vertical component of earthquake on the peak values of the bearing displacement, base shear and floor acceleration are, respectively, 15.61%, 36%, and 50.12%; which proves that the vertical component of earthquake should be treated more seriously in the practical designs.

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: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.265
Threshold uncertainty score0.579

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 head0.016
GPT teacher head0.185
Teacher spread0.169 · 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