Cited by 306Vibration Control and Rheological FluidsSeismic Performance and AnalysisWind and Air Flow Studies

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Performance of Multiple Mass Dampers under Random Loading

Kareem, Ahsan, Kline, Samuel·1995·Journal of Structural Engineering

DOI 10.1061/(asce)0733-9445(1995)121:2(348)

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Abstract

It is demonstrated that the MMD configuration is more effective in controlling the motion of the primary system.

Integrity signals

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Crossref · 10.1061/(asce)0733-9445(1995)121:2(348)

Cites

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“Tsai와 Lin은 TMD가 설치된 구조물의 최대 유효 감쇠 비 도출을 위해 회귀분석을 통한 설계변수를 도출하였고 [4], 이후 Kareem과 Kline[5], Verdirame와 Nayfeh[6], Zuo와 Nayfeh[7], Li와 Ni[8] 등에 의해 다자유도 구조물 에 설치된 TMD에 대한 최적설계변수 도출을 위한 연구 가 수행되었다.”
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Zhang, R. (2017) · University of New Hampshire Scholars Repository (University of New Hampshire at Manchester)
An innovative design method for nonlinear tuned mass damper
Li, L., & Du, Y. (2018) · Structural Monitoring and Maintenance · doi:10.12989/smm.2018.5.2.261
“Up to now, the working principle of TMD has been basically improved (Den Hartog 1947, Yao 1972, Warburton 1982, Tsai and Lin 1993, Zuo and Nayfeh 2004, Kareem and Kline 1995, Wu and Chen 2000, Kwok and Samali 1995).”
Background
Oscillator Dampers in Civil Structures
Tan, Y. (2019) · IntechOpen eBooks · doi:10.5772/intechopen.81904
Performance of Tuned Mass Damper/Double Skin Façade Damping Interaction Systems
Moon, K. S. (2018) · doi:10.33422/7cau.2018.10.68
Structural Performance of Vertically Distributed Multiple Tuned Mass Dampers in Tall Buildings
SUN, K. (2017) · International Conference on Advances in Civil, Structural and Mechanical Engineering (ACSM) · doi:10.15224/978-1-63248-135-1-38
“u m u k u c u m n d n n n d n d n d n d n d n d      ) 1 ( 1 ) 1 ( 1 ) 1 ( ) 1 ( ) 1 ( ) 1 ( ) 1 ( ) 1 ( − − − − − − − − − = + + φ φ (5)”
INTEGRATED MULTIPLE TUNED MASS DAMPERS FOR TALL BUILDINGS
Moon, K. S. (2014) · Proceedings of International Structural Engineering and Construction · doi:10.14455/isec.res.2014.24
“While the horizontal distribution of multiple TMDs has been studied by many researchers (cf. Kareem and Klein 1995, Yamaguchi and Harnpornchai 1993), the presented the effectiveness of vertically-distributed multiple TMDs, using a cantileverbeam building model having a maximum of three TMDs,…”
Method
PERFORMANCE IMPROVEMENT OF MULTI STORIED BUILDINGS USING MULTIPLE TUNED MASS DAMPERS
Hegden, D. S., & Lakshmi, P. (2016)
Supression On Surge Motion Of Tension-Leg Platform Subjected To Waves
Lee, H. H., & Lee, R.-S. (2003) · The Thirteenth International Offshore and Polar Engineering Conference
Desarrollo de un dispositivo para mitigación de vibraciones para sistemas de catenaria rígida = Development of a vibration mitigation device for rigid catenary systems
Duro, V. C. (2018) · doi:10.18002/10612/9589
EXPERIMENTAL ANALYSIS OF THE VISCOUS TUNED MASS DAMPER FOR THE ATTENUATION OF STRUCTURAL RESPONSES
Ahmad, A. Z., Abu, A. B. H., Quen, L. K., et al. (2021) · Jurnal Teknologi · doi:10.11113/jurnalteknologi.v83.17151
“[5] conducted a study to determine the characteristics and performances of multiple TMD using the perturbation technique and later, [6] extended the study by considering random excitation.”
Method
Tuned Mass and Parametric Pendulum Dampers Under Seismic Vibrations
Yurchenko, D. (2015) · Springer eBooks · doi:10.1007/978-3-642-35344-4_338
Study on the rainstorm-flood events and the reservoir engineering system of China under climate change—taking the Huai river basin as an example
Liu, S., Wang, H., & Yan, D. (2017) · CRC Press eBooks · doi:10.1201/9781315116167-150
References
(2018) · Elsevier eBooks · doi:10.1016/b978-0-12-815963-7.00027-0
Introduction
Gao, N., & Deng, J. (2022) · Springer eBooks · doi:10.1007/978-981-19-4371-3_1
Shaking table test of long-span arch bridge with MTMD under transverse seismic excitations
Wang, L., Huang, J., Han, Q., et al. (2025) · Soil Dynamics and Earthquake Engineering · doi:10.1016/j.soildyn.2025.109786
Enhancing Building Resilience Using Optimized Passive Control Systems for Seismic Mitigation
Bali, A., Elahi, A. R., Louar, M. A., et al. (2026) · Lecture notes in mechanical engineering · doi:10.1007/978-3-032-11549-2_28
The asymptotic theory of a tuned mass damper with small mass ratio and near H_{\infty}-optimal conditionsPreprint
Denoël, V. (2026) · SSRN Electronic Journal · doi:10.2139/ssrn.6160999
Distributed, broadband vibration control devices using nonlinear approaches
Bao, B. (2016) · doi:10.70675/bc3df0b9z0cdez4a75z9779z2f6fe508e1ad
Fragility analysis of high-rise modular buildings with uncertain modal properties equipped with multiple vertically distributed tuned liquid dampers
Moore, H., Broderick, B., Fitzgerald, B., et al. (2026) · Structures · doi:10.1016/j.istruc.2026.112105

Authors: Kareem, A., & Kline, S.
Affiliations: University of Notre Dame (US)
Washington University in St. Louis (US)
Venue: Journal of Structural Engineering
Publisher: American Society of Civil Engineers (ASCE)
Published: 1995-02
Volume: 121
Issue: 2
Pages: 348-361
ISSN: 0733-9445 (ISSN-L)
1943-541X
DOI: 10.1061/(asce)0733-9445(1995)121:2(348)
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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Performance of Multiple Mass Dampers under Random Loading

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