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Record W2127319691 · doi:10.1061/41171(401)222

Staircase Vibrations Due to Human Activity

2011· article· en· W2127319691 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.

affAt least one author lists a Canadian institution in the pinned OpenAlex snapshot.
aboutThe title or abstract carries a Canadian signal from the geographic lexicon.

Bibliographic record

VenueStructures Congress 2011 · 2011
Typearticle
Languageen
FieldEngineering
TopicStructural Engineering and Vibration Analysis
Canadian institutionsBGC Engineering (Canada)
Fundersnot available
KeywordsVibrationComputer scienceEnvironmental sciencePhysicsAcoustics

Abstract

fetched live from OpenAlex

Feature staircases are very popular in the architectural design of institutional and commercial buildings in North America and elsewhere. Generally, the iconic staircase is constructed from steel, has long unsupported spans and often consists of unique geometries. The gravity design of such staircases is trivial; however, designing the staircase to be insensitive to vibrations due to human activity is often challenging. The long spans, low mass, in conjunction with a low damping ratio, can result in a low-frequency system that responds with high human-induced accelerations. The damping ratio and the pace frequency have a significant influence on the vibration behavior of the structure. The AISC 11 design guide, which is the document used predominantly in North America for vibration design, does not contain any specific requirements for staircases. The UK design guide SCI P354, however, provides some specific information pertaining to their design. This paper examines the approaches of different vibration design guidelines and, along with the assumptions used in the analytical model, presents their application to the design of a feature staircase at a prominent academic institution in Toronto, Ontario, Canada. The four-story steel staircase, analyzed for vibrations using the finite element program SAP2000, has a nine meter cantilever span, with stone finishes and composite steel landings. To determine the best estimate for the actual damping ratio needed to be used in the analysis, acceleration measurements were performed on an existing staircase with similar characteristics. The study demonstrates that a large and inconsistent scatter of accelerations is obtained using the approaches specified in the different guidelines. It also emphasizes that the damping ratios recommended in the guidelines may not be indicative of the actual values and should be used with caution. Recommendations for damping ratios and pace frequencies for staircases are also provided.

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 categoriesInsufficient payload (model declined to judge)
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.277
Threshold uncertainty score0.998

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)0.0030.000

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 head0.023
GPT teacher head0.242
Teacher spread0.219 · 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