Student or educator? Sign up with your school email and get 6 months of Pro free.
CoChat
Sign Up
Cited by 296

The DOI matches its Crossref record; 2 of the 2 references it cites were found in a registry or an index.

Optimal design theories and applications of tuned mass dampers

Lee, Chien-Liang, Chen, Yung-Tsang, Chung, Lap-Loi, Wang, Yen-Po·2006·Engineering Structures
DOI 10.1016/j.engstruct.2005.06.023
Open this paper in CoChat — free account

Overview

The claims and statistics of this paper haven’t been checked yet.

Run the check — free, no account needed. It reads the open-access text and checks the sources it cites.

A few free checks a day · papers already verified open instantly · results are public

Integrity signals

Registry

Crossref · 10.1016/j.engstruct.2005.06.023

Cites

2 of 2 references verified0 citation errors · 0 not checkable

Statistics

Verification

Claims the paper makes

The claims and statistics of this paper haven’t been checked yet.

Run the check — free, no account needed. It reads the open-access text and checks the sources it cites.

A few free checks a day · papers already verified open instantly · results are public

Self-check

Percentages, sums and reported differences re-computed from the paper’s own numbers.

The self-check needs the paper’s full text.

Citations

Cites

Show all 2 references

Research works printed but not linked: 22

  1. McNamara, 1977, Tuned mass dampers for buildings, Journal of the Structure Division, ASCE, 103, 1985
  2. Luft, 1979, Optimal tuned mass dampers for buildings, Journal of the Structure Division, ASCE, 105, 2766, 10.1061/JSDEAG.0005323 · DOI
  3. Fujino, 1993, Design formulas for tuned mass dampers based on a perturbation technique, Earthquake Engineering and Structural Dynamics, 22, 833, 10.1002/eqe.4290221002 · DOI · Paper page
  4. Warburton, 1980, Optimum absorbers for simple systems, Earthquake Engineering and Structural Dynamics, 8, 197, 10.1002/eqe.4290080302 · DOI · Paper page
  5. Warburton, 1982, Optimum absorber parameters for various combinations of response and excitation parameters, Earthquake Engineering and Structural Dynamics, 10, 381, 10.1002/eqe.4290100304 · DOI · Paper page
  6. Fujino, 1994, Dynamic characterization of multiple tuned mass dampers and some design formulas, Earthquake Engineering and Structural Dynamics, 23, 813, 10.1002/eqe.4290230802 · DOI · Paper page
  7. Jangid, 1997, Performance of multiple tuned mass dampers for torsionally coupled system, Earthquake Engineering and Structural Dynamics, 26, 307, 10.1002/(SICI)1096-9845(199703)26:3<307::AID-EQE639>3.0.CO;2-8 · DOI
  8. Xu, 1992, Dynamic characteristics of multiple substructures with closely spaced frequencies, Earthquake Engineering and Structural Dynamics, 21, 1059, 10.1002/eqe.4290211203 · DOI · Paper page
  9. Gu, 2001, Parametric study on multiple tuned mass dampers for buffeting control of Yangpu bridge, Journal of Wind and Areodynamics, 89, 987, 10.1016/S0167-6105(01)00094-0 · DOI · Paper page
  10. Park, 2001, Analysis of uniformly and linearly distributed mass dampers under harmonic and earthquake excitation, Engineering Structures, 23, 802, 10.1016/S0141-0296(00)00095-X · DOI
  11. Li, 2000, Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration, Earthquake Engineering and Structural Dynamics, 29, 1405, 10.1002/1096-9845(200009)29:9<1405::AID-EQE976>3.0.CO;2-4 · DOI · Paper page
  12. Li, 2002, Optimal multiple tuned mass dampers under the ground acceleration based on DDMF and ADMF, Earthquake Engineering and Structural Dynamics, 31, 897, 10.1002/eqe.128 · DOI · Paper page
  13. Li, 2003, Optimal multiple tuned mass dampers under the ground acceleration based on the uniform distribution of system parameters, Earthquake Engineering and Structural Dynamics, 32, 671, 10.1002/eqe.239 · DOI
  14. Kitts, 1983, Vibration reduction over a frequency range, Journal of Sound and Vibration, 89, 559, 10.1016/0022-460X(83)90357-7 · doi:10.1016/0022-460x(83)90357-7
  15. Hadi, 1998, Optimal design of absorber for MDOF structures, Journal of Structural Engineering, 124, 1272, 10.1061/(ASCE)0733-9445(1998)124:11(1272) · doi:10.1061/(asce)0733-9445(1998)124:11(1272 · Paper page
  16. Stech, 1994, H2 approach for optimally tuning passive vibration absorbers to flexible structures, Journal of Guidance, Control, and Dynamics, 17, 636, 10.2514/3.21249 · doi:10.2514/3.21249
  17. Zou, 2004, Minimax optimization of multi-degree-of-freedom tuned-mass dampers, Journal of Sound and Vibration, 272, 893, 10.1016/S0022-460X(03)00500-5 · DOI · Paper page
  18. Chung, 2002, Experimental verification of full-scale active structural control, Structural Engineering, Chinese Society of Structural Engineering, 16, 67
  19. Lee, 2004, Seismic structural control using an electric servomotor active mass driver system, Earthquake Engineering and Structural Dynamics, 33, 737, 10.1002/eqe.373 · DOI · Paper page
  20. Kanai, 1961, An empirical formula for the spectrum of strong earthquake motions, Bulletin Earthquake Research Institute, University of Tokyo, 39, 85
  21. Tajimi H. A statistical method of determining the maximum response of a building structure during an earthquake. In: Proceeding of II world conference in earthquake engineering; 1960, p. 781–97
  22. Shinozuka, 1972, Digital simulation of random process and its application, Journal of Sound and Vibration, 25, 111, 10.1016/0022-460X(72)90600-1 · DOI · Paper page

Cited by

See all 296

Metadata

Authors
Lee, C.-L., Chen, Y.-T., Chung, L.-L., & Wang, Y.-P.
Venue
Engineering Structures
Publisher
Elsevier BV
Published
2006-01
Volume
28
Issue
1
Pages
43-53
ISSN
0141-0296 (ISSN-L)
DOI
10.1016/j.engstruct.2005.06.023
OpenAlex
W2134489010
Cited by
296
References
2
FWCI
15.49
Type
journal article
Language
en
Open access
closed
Licence
www.elsevier.com/tdm/userlicense/1.0/ (tdm)

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

How to cite

Cite CoChat for the checks on this page, and the paper for its own findings.

This page
CoChat. (2026). Citation check: Optimal design theories and applications of tuned mass dampers. https://app.cochat.ai/papers/10.1016/j.engstruct.2005.06.023
The paper
Lee, C.-L., Chen, Y.-T., Chung, L.-L., & Wang, Y.-P. (2006). Optimal design theories and applications of tuned mass dampers. Engineering Structures. https://doi.org/10.1016/j.engstruct.2005.06.023

Data sources

Bibliographic data: Semantic Scholar, OpenAlex, Crossref.

Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).

Semantic Scholar’s data is described in: Kinney, R., et al. (2023). The Semantic Scholar Open Data Platform. arXiv:2301.10140.