Cited by 17Vibration Control and Rheological FluidsSeismic Performance and AnalysisVibration and Dynamic Analysis

Parametric control of structural responses using an optimal passive tuned mass damper under stationary Gaussian white noise excitations

Chey, Min-Ho, Kim, Jae-Ung·2012·Frontiers of Structural and Civil Engineering

Integrity signals

Registry

Crossref · 10.1007/s11709-012-0170-x

Cites

2 of 2 references verified0 citation errors · 0 not checkable

Statistics

Recomputing p-values needs the paper’s full text.

Claims the paper makes

We couldn’t retrieve this paper’s full text, so its claims and self-check weren’t run. The registry and citation checks still apply.

Claims other papers make about this one

Each is checked against this paper’s own text: does it say what the citing paper says it does?

  • Using an optimal passive tuned mass damper is practical in control of structural responses under stationary Gaussian white noise shaking.

    “Found that using an optimal passive tuned mass damper is practical in control of the structural responses under stationary Gaussian white noise shaking [135].”

Cites

Flagged first, then by citations

Cited by

Sorted by citations

Authors
Chey, M.-H., & Kim, J.-U.
Affiliations
  • Yanbian University of Science and Technology (CN)
  • Dong-A University (KR)
Corresponding author
Chey, Min-Ho
Venue
Frontiers of Structural and Civil Engineering
Published
2012-08-22
ISSN
  • 2095-2430 (ISSN-L)
  • 2095-2449
OpenAlex
W1973442589
Cited by
17
References
2
Citations by year
2025: 1 · 2024: 2 · 2023: 3 · 2022: 1 · 2021: 1 · 2020: 3 · 2019: 1 · 2018: 1 · 2017: 1 · 2016: 1 · 2015: 1 · 2013: 1
FWCI
1.57
Type
journal article
Language
en
Open access
closed
Locations
Frontiers of Structural and Civil Engineering (publishedVersion)
Topics
  • Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
  • Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
  • Physical Sciences › Engineering › Control and Systems Engineering › Vibration and Dynamic Analysis
Keywords
passive tuned mass damper, seismic damping, parameter optimization, Gaussian white noise excitation, stationary random processes, displacement control, acceleration control, damped structures

About these checks

Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.

Statistics and arithmetic are recomputed, not judged.

Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.

What counts as a claim ›How we measure confidence ›How we check this ›

Are you an author, or do you see a problem with this page? Request a review