The DOI matches its Crossref record; 19 of the 21 references it cites were found in a registry or an index.
Performance of Multiple Mass Dampers under Random Loading
Abstract
It is demonstrated that the MMD configuration is more effective in controlling the motion of the primary system.
Overview
Integrity signals
Registry
Cites
Statistics
Verification
Claims the paper makes
Citations
Cites
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
Active Structural Control: Theory and Practice
Soong, T. T., & Spencer, B. F. (1992) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(1992)118:6(1282 · Cited by 576
Yamaguchi, H., & Harnpornchai, N. (1993) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290220105 · Cited by 341
Dynamic characterization of multiple tuned mass dampers and some design formulas
Abé, M., & Fujino, Y. (1994) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290230802 · Cited by 329
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
Tuned Mass Dampers for Buildings
McNamara, R. J. (1977) · Journal of the Structural Division · doi:10.1061/jsdeag.0004721 · Cited by 321
Tuned Liquid Damper (TLD) for Suppressing Horizontal Motion of Structures
Fujino, Y., Sun, L., Pacheco, B. M., et al. (1992) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(1992)118:10(2017 · Cited by 247
Seismic Effectiveness of Tuned Mass Dampers
Kaynia, A. M., Veneziano, D., & Biggs, J. M. (1981) · Journal of the Structural Division · doi:10.1061/jsdeag.0005760 · Cited by 200
Optimum absorber parameters for minimizing vibration response
Warburton, G. B. (1981) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290090306 · Cited by 143
Vibration Control by Multiple Tuned Liquid Dampers (MTLDs)
Fujino, Y., & Sun, L. (1993) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(1993)119:12(3482 · Cited by 118
Research works printed but not linked: 6
- Den Hartog J. P. (1956). Mechanical vibrations . McGraw-Hill Book Co. Inc. New York N.Y.
- Fujita T. (1991). “Seismic isolation and response control of nuclear and non-nuclear structures.” Proc. 11th Int. Conf. on Struct. Mech. in Reactor Technol. ( SMIRT11 ).
- Housner G. W. and Masri S. F. eds. (1990). Proc. U.S. Nat. Workshop on Struct. Control Res. Univ. of Southern California.
- Igusa T. and Xu K. (1991). “Vibration reduction characteristics of distributed tuned mass dampers.” Proc. 4th Intl. Conf. Struct. Dynamics: Recent Advances .
- Kareem A. (1975). “Reduction of wind induced motion of tall buildings ” MSc thesis Civ. Engrg. Dept. Univ. of Hawaii Honolulu Hawaii.
- Kareem A. (1993). “Liquid tuned mass dampers: past present and future.” Proc. 7th U.S. Nat. Conf. on Wind Engrg. Vol. I .
Cited by
Sorted by citations
Items 301–304 of 304
Gaël, F. N., & Pelap, F. B. (2026) · Bulletin of Earthquake Engineering · doi:10.1007/s10518-026-02561-2
Oyguç, R., & Oyguc, E. (2026) · Applied Sciences · doi:10.3390/app16157424
Kim, G., Joo, S. J., & Kim, H. (2026) · SSRN Electronic Journal · doi:10.2139/ssrn.7434601
Mitigation of Earthquake and Wind Induced Structural Vibrations
Anklreddi, S., Yang, H. T. Y., & Chang, C.-C. G. (1997) · HKIE Transactions · doi:10.1080/1023697x.1997.10667720
Metadata
- Authors
- Kareem, A., & Kline, S.
- Affiliations
- University of Notre Dame (US)
- Washington University in St. Louis (US)
- Venue
- Journal of Structural Engineering
- Published
- 1995-02
- Volume
- 121
- Issue
- 2
- Pages
- 348-361
- ISSN
- 0733-9445 (ISSN-L)
- 1943-541X
- OpenAlex
- W1994495312
- Cited by
- 306
- References
- 21
- Citations by year
- 2026: 9 · 2025: 7 · 2024: 7 · 2023: 3 · 2022: 9 · 2021: 11 · 2020: 12 · 2019: 16 · 2018: 21 · 2017: 19 · 2016: 20 · 2015: 14 · 2014: 19 · 2013: 13 · 2012: 5
- FWCI
- 12.25
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Journal of Structural 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 › Environmental Science › Environmental Engineering › Wind and Air Flow Studies
- Keywords
- tuned mass damper, random loading, wind excitation, seismic excitation, structural vibration control, damper parameter optimization, structural retrofitting
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