The DOI matches its Crossref record; 15 of the 15 references it cites were found in a registry or an index.
Parametric study and simplified design of tuned mass dampers
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In the citing paper
“2-During time-history analysis, when damping is getting large, TMD performance is reducing.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Rana and Soong [64]
In the citing paper
“1-When damping and mass ratio is increasing, the effect of detuning in TMDs parameters becomes less detrimental”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Rana and Soong [64]
Citations
Cites
Bishop, R. E. D. (1957) · Nature · doi:10.1038/179504a0 · Cited by 1,640
Optimum absorber parameters for various combinations of response and excitation parameters
Warburton, G. B. (1982) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290100304 · Cited by 1,059
The Theory of the Dynamic Vibration Absorber
Ormondroyd, J., & Den Hartog, J. P. (1928) · Transactions of the American Society of Mechanical Engineers · doi:10.1115/1.4058553 · Cited by 779
Optimum absorber parameters for simple systems
Warburton, G. B., & Ayorinde, E. O. (1980) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290080302 · Cited by 376
Yamaguchi, H., & Harnpornchai, N. (1993) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290220105 · Cited by 341
Dynamic characteristics of multiple substructures with closely spaced frequencies
Xu, K., & Igusa, T. (1992) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290211203 · Cited by 326
Performance of Multiple Mass Dampers under Random Loading
Kareem, A., & Kline, S. (1995) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(1995)121:2(348) · Cited by 306
Tsai, H., & Lin, G. (1993) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290221104 · Cited by 279
Optimum Vibration Absorbers for Linear Damped Systems
Randall, S., Halsted, D. M., & Taylor, D. L. (1981) · Journal of Mechanical Design · doi:10.1115/1.3255005 · Cited by 182
On the Dynamic Vibration Damped Absorber of the Vibration System
Ioi, T., & Ikeda, K. (1978) · Bulletin of JSME · doi:10.1299/jsme1958.21.64 · Cited by 151
Research works printed but not linked: 2
- Bishop, 1952, The problem of the dynamic vibration absorber, Engineering, 174
- Bishop, 1952, The problem of the dynamic vibration absorber, Engineering, 769
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“Rana and Soong [64] Parametric study and simplified design of TMD 1- When damping and mass ratio is increasing, the effect of detuning in TMDs parameters becomes less detrimental 2- During time-history analysis, when damping is getting large, TMD performance is reducing.”
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Metadata
- Authors
- Rana, R., & Soong, T. T.
- Affiliations
- University at Buffalo, State University of New York (US)
- Venue
- Engineering Structures
- Publisher
- Elsevier BV
- Published
- 1998-03
- Volume
- 20
- Issue
- 3
- Pages
- 193-204
- ISSN
- 0141-0296 (ISSN-L)
- OpenAlex
- W2073786140
- Cited by
- 651
- References
- 15
- Citations by year
- 2026: 33 · 2025: 57 · 2024: 65 · 2023: 38 · 2022: 59 · 2021: 40 · 2020: 43 · 2019: 34 · 2018: 36 · 2017: 43 · 2016: 33 · 2015: 23 · 2014: 25 · 2013: 18 · 2012: 14
- FWCI
- 16.74
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Engineering Structures (publishedVersion)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
- Keywords
- tuned mass damper, detuning, single-degree-of-freedom systems, multi-degree-of-freedom systems, modal control, seismic response control, El Centro ground motion, time history analysis
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