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.
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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
Stochastic response of structures with fluid-containing appendages
Kareem, A., & Sun, W.-J. (1987) · Journal of Sound and Vibration · doi:10.1016/0022-460x(87)90405-6 · Cited by 115
Self-citationMitigation of wind induced motion of tall buildings
Kareem, A. (1983) · Journal of Wind Engineering and Industrial Aerodynamics · doi:10.1016/0167-6105(83)90106-x · Cited by 103
Self-citationFrequency Domain Optimal Control of Wind‐Excited Buildings
Suhardjo, J., Spencer, B. F., & Kareem, A. (1992) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(1992)118:12(2463 · Cited by 95
Self-citationKorenev, B. G. (1993) · Cited by 89
Wind effects on structures: a probabilistic viewpoint
Kareem, A. (1987) · Probabilistic Engineering Mechanics · doi:10.1016/0266-8920(87)90009-9 · Cited by 85
Self-citationWind-Excited Response of Buildings in Higher Modes
Kareem, A. (1981) · Journal of the Structural Division · doi:10.1061/jsdeag.0005682 · Cited by 60
Self-citationOptimal Distribution of Tuned Mass Dampers in Wind-Sensitive Structures
Bergman, L., McFarland, D. M., Hall, J. K., Johnson, E. A., & Kareem, A. (1989) · Cited by 25
Self-citationSuppression of wind-induced vibrations of buildings
Tamura, Y. (1990) · Wind Engineers JAWE · doi:10.5359/jawe.1990.44_71 · Cited by 21
Damping Systems for Controlling Wind Induced Motions of Structures
Kareem, A., & Tamura, Y. (1994) · Structures Congress XII · Cited by 4
Self-citation
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
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
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
Mitigation of motions of tall buildings with specific examples of recent applications
Kareem, A., Kijewski, T., & Tamura, Y. (1999) · Wind and Structures · doi:10.12989/was.1999.2.3.201 · Cited by 442
“Although TMDs are often effective, even better responses have been noted through the use of multiple-damper configurations (MDCs) which consist of several dampers placed in parallel with distributed natural frequencies around the control tuning frequency (Kareem & Kline 1995).”
BackgroundSelf-citationGutierrez Soto, M., & Adeli, H. (2013) · Archives of Computational Methods in Engineering · doi:10.1007/s11831-013-9091-7 · Cited by 346
“Kareem and Kline [27] study the effectiveness of multiple TMDs attached to the roof of regular 186 m-tall square (31 m × 31 m in plan) rectangular (31 m × 155 m in plan) buildings subjected to wind and earthquake excitations.”
BackgroundGiaralis, A., & Taflanidis, A. A. (2017) · Structural Control and Health Monitoring · doi:10.1002/stc.2082 · Cited by 328
“INTRODUCTION Dynamic vibration absorbers, with main representative the linear tuned mass damper (TMD), have been extensively considered for suppressing vibrations in dynamically excited building structures [1-6].”
Background
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
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