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
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.
Integrity signals
Registry
Cites
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.
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
Parametric study and simplified design of tuned mass dampers
Rana, R., & Soong, T. T. (1998) · Engineering Structures · doi:10.1016/s0141-0296(97)00078-3 · Cited by 651
GROUND MOTION DOMINANT FREQUENCY EFFECT ON THE DESIGN OF MULTIPLE TUNED MASS DAMPERS
LI∗, C., & LIU†, Y. (2004) · Journal of Earthquake Engineering · doi:10.1080/13632460409350482 · Cited by 35
Research works printed but not linked: 22
- McNamara, 1977, Tuned mass dampers for buildings, Journal of the Structure Division, ASCE, 103, 1985
- Luft, 1979, Optimal tuned mass dampers for buildings, Journal of the Structure Division, ASCE, 105, 2766, 10.1061/JSDEAG.0005323 · DOI
- 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
- Warburton, 1980, Optimum absorbers for simple systems, Earthquake Engineering and Structural Dynamics, 8, 197, 10.1002/eqe.4290080302 · DOI · Paper page
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- 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
- Chung, 2002, Experimental verification of full-scale active structural control, Structural Engineering, Chinese Society of Structural Engineering, 16, 67
- 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
- Kanai, 1961, An empirical formula for the spectrum of strong earthquake motions, Bulletin Earthquake Research Institute, University of Tokyo, 39, 85
- 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
- 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
Marian, L., & Giaralis, A. (2014) · Probabilistic Engineering Mechanics · doi:10.1016/j.probengmech.2014.03.007 · Cited by 828
Research developments in vibration control of structures using passive tuned mass dampers
Elias, S., & Matsagar, V. (2017) · Annual Reviews in Control · doi:10.1016/j.arcontrol.2017.09.015 · Cited by 556
Estimating optimum parameters of tuned mass dampers using harmony search
Bekdaş, G., & Nigdeli, S. M. (2011) · Engineering Structures · doi:10.1016/j.engstruct.2011.05.024 · Cited by 259
Particle swarm optimization of tuned mass dampers
Leung, A. Y. T., & Zhang, H. (2009) · Engineering Structures · doi:10.1016/j.engstruct.2008.11.017 · Cited by 259
Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review
Rahimi, F., Aghayari, R., & Samali, B. (2020) · Civil Engineering Journal · doi:10.28991/cej-2020-03091571 · Cited by 138
“[25] proposed an optimal design theory for buildings associated with TMDs at different story level and power spectral density (PSD) function of environmental disturbances.”
Background
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)
- 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
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.
