Cited by 173Railway Engineering and DynamicsVibration Control and Rheological FluidsStructural Engineering and Vibration Analysis

Vibration suppression for high-speed railway bridges using tuned mass dampers

Wang, J.F., Lin, C.C., Chen, B.L.·2003·International Journal of Solids and Structures

Integrity signals

Registry

Crossref · 10.1016/s0020-7683(02)00589-9

Cites

Statistics

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

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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?

  • TMD is an applicable vibration control device in reducing vertical displacements in a bridge, its absolute accelerations, end rotations, and train accelerations during resonant speeds.

    “Wang et al. [165] showed that the TMD was an applicable vibration control device in reducing vertical displacements in the bridge, its absolute accelerations, end rotations, and train accelerations during resonant speeds.”

Cited by

Sorted by citations

Authors
Wang, J. F., Lin, C. C., & Chen, B. L.
Affiliations
National Chung Hsing University (TW)
Corresponding author
Lin, C.C.
Venue
International Journal of Solids and Structures
Publisher
Elsevier BV
Published
2003-01
Volume
40
Issue
2
Pages
465-491
ISSN
0020-7683 (ISSN-L)
OpenAlex
W2028876802
Cited by
173
References
0
Citations by year
2026: 3 · 2025: 12 · 2024: 11 · 2023: 15 · 2022: 9 · 2021: 7 · 2020: 8 · 2019: 9 · 2018: 3 · 2017: 12 · 2016: 10 · 2015: 12 · 2014: 8 · 2013: 11 · 2012: 5
FWCI
8.92
Type
journal article
Language
en
Open access
closed
Locations
International Journal of Solids and Structures (publishedVersion)
Funders
  • National Science Council
  • National Chung-Hsing University
Topics
  • Physical Sciences › Engineering › Mechanical Engineering › Railway Engineering and Dynamics
  • Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
  • Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
Keywords
tuned mass damper, passive vibration control, high-speed railway bridges, train-induced vibration, resonance, bridge dynamic characteristics, simply supported bridges, Taiwan high-speed railway

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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.

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