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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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Optimum absorber parameters for various combinations of response and excitation parameters
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Self-citationFrequency Domain Optimal Control of Wind‐Excited Buildings
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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
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Mitigation of motions of tall buildings with specific examples of recent applications
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“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].”
BackgroundVibration suppression of structures using tuned mass damper technology: A state-of-the-art review
Yang, F., Sedaghati, R., & Esmailzadeh, E. (2021) · Journal of Vibration and Control · doi:10.1177/1077546320984305 · Cited by 309
“Kareem and Kline (1995) examined the effectiveness of DTMD system for vibration suppression of structures modeled as the SDOF system.”
BackgroundA review of active structural control: challenges for engineering informatics
Korkmaz, S. (2011) · Computers & Structures · doi:10.1016/j.compstruc.2011.07.010 · Cited by 298
Using multiple tuned mass dampers to control offshore wind turbine vibrations under multiple hazards
Zuo, H., Bi, K., & Hao, H. (2017) · Engineering Structures · doi:10.1016/j.engstruct.2017.03.006 · Cited by 286
Optimum Design of Absorber for MDOF Structures
Hadi, M. N. S., & Arfiadi, Y. (1998) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(1998)124:11(1272 · Cited by 257
Nagarajaiah, S. (2009) · Structural Control and Health Monitoring · doi:10.1002/stc.349 · Cited by 256
“multiple TMD (MTMD) [20–25] with different dynamic characteristics to improve the robustness has been proposed.”
BackgroundOptimum Absorber Parameters for Tuned Liquid Column Dampers
Yalla, S. K., & Kareem, A. (2000) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(2000)126:8(906 · Cited by 224
Self-citationLi, C. (2000) · Earthquake Engineering & Structural Dynamics · doi:10.1002/1096-9845(200009)29:9 · Cited by 207
Dinh, V. N., & Basu, B. (2014) · Structural Control and Health Monitoring · doi:10.1002/stc.1666 · Cited by 205
Structures with Semiactive Variable Stiffness Single/Multiple Tuned Mass Dampers
Nagarajaiah, S., & Sonmez, E. (2006) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(2007)133:1(67 · Cited by 190
Optimal Placement of Multiple Tune Mass Dampers for Seismic Structures
Chen, G., & Wu, J. (2001) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(2001)127:9(1054 · Cited by 190
Zuo, L., & Nayfeh, S. A. (2005) · Journal of vibration and acoustics · doi:10.1115/1.1855929 · Cited by 182
Li, C. (2002) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.128 · Cited by 189
Mass dampers and their optimal designs for building vibration control
Chang, C. C. (1999) · Engineering Structures · doi:10.1016/s0141-0296(97)00213-7 · Cited by 177
Varadarajan, N., & Nagarajaiah, S. (2004) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(2004)130:4(451 · Cited by 172
Control of flapwise vibrations in wind turbine blades using semi-active tuned mass dampers
Arrigan, J., Pakrashi, V., Basu, B., et al. (2010) · Structural Control and Health Monitoring · doi:10.1002/stc.404 · Cited by 167
“Furthermore, Kareem and Kline [15] studied the performance of multiple TMDs (MTMDs) under random excitation, while Li and Ni [16] looked at the optimization of a MTMD system.”
Tuned mass dampers for response control of torsional buildings
Singh, M. P., Singh, S., & Moreschi, L. M. (2002) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.119 · Cited by 160
Design of multiple tuned mass dampers by using a numerical optimizer
Hoang, N., & Warnitchai, P. (2004) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.413 · Cited by 152
Lin, C.-C., Wang, J. F., & Chen, B. L. (2005) · Journal of Bridge Engineering · doi:10.1061/(asce)1084-0702(2005)10:4(398 · Cited by 144
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
“The dynamic characteristics and performance of the MTMD system under random loading were further analyzed by Kareem and Kline [44].”
MethodMohebbi, M., Shakeri, K., Ghanbarpour, Y., et al. (2012) · Journal of Vibration and Control · doi:10.1177/1077546311434520 · Cited by 134
“Kareem and Klein (1995) investigated the characteristics and effectiveness of MTMDs with distributed nature frequencies under both wind and earthquake excitations.”
BackgroundMethodPASSIVE RESPONSE CONTROL SYSTEMS FOR SEISMIC RESPONSE REDUCTION: A STATE-OF-THE-ART REVIEW
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Kim, H., & Adeli, H. (2004) · Computer-Aided Civil and Infrastructure Engineering · doi:10.1111/j.1467-8667.2005.00373.x · Cited by 122
“Another proposed solution is the multipleTMD (MTMD) system where more than one TMD system are designed and distributed within the structure to cover a range of dominant frequencies (Kareem and Kline, 1995).”
BackgroundEffectiveness of distributed tuned mass dampers for multi-mode control of chimney under earthquakes
Elias, S., Matsagar, V. A., & DATTA, T. K. (2016) · Engineering Structures · doi:10.1016/j.engstruct.2016.06.006 · Cited by 120
Optimization of non-uniformly distributed multiple tuned mass damper
Li, H., & Ni, X. (2007) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2007.07.014 · Cited by 123
Li, C., & Qu, W. (2005) · Engineering Structures · doi:10.1016/j.engstruct.2005.09.003 · Cited by 120
Response mitigation on the offshore floating platform system with tuned liquid column damper
Lee, H. H., Wong, S., & Lee, R.-S. (2005) · Ocean Engineering · doi:10.1016/j.oceaneng.2005.06.008 · Cited by 120
Hussan, M., Rahman, M. S., Sharmin, F., et al. (2018) · Ocean Engineering · doi:10.1016/j.oceaneng.2018.04.041 · Cited by 117
Characteristics of multiple tuned liquid column dampers in suppressing structural vibration
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Robust design of mass-uncertain rolling-pendulum TMDs for the seismic protection of buildings
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Moon, K. S. (2010) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.499 · Cited by 99
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“In the nineties researches by Xu and Igusa (1992), Yamaguchi and Harnpornchai (1993), Fujino and Abe (1993), Abe and Fujino (1994), Kareem and Kline (1995) and Jangid (1995), put in evidence that multi-device configuration, with a more TMDs connected to the main structure (Figure 6), in general…”
BackgroundAnalysis of uniformly and linearly distributed mass dampers under harmonic and earthquake excitation
Park, J., & Reed, D. A. (2001) · Engineering Structures · doi:10.1016/s0141-0296(00)00095-x · Cited by 93
Suppression of bridge flutter using tuned mass dampers based on robust performance design
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Elias, S., Matsagar, V. A., & DATTA, T. K. (2017) · Journal of Earthquake Engineering · doi:10.1080/13632469.2017.1351407 · Cited by 92
“Several of the investigators (Xu and Igusa, 1992; Yamaguchi and Harnpornchai, 1993; Abe and Fujino, 1994; Kareem and Kline, 1995; Joshi and Jangid, 1997; Jangid, 1999; Li, 2000, 2002; Bakre and Jangid, 2004; Han and Li, 2008; Lin et al., 2010; Patil and Jangid, 2011b; Lee et al., 2012; Bandivadekar…”
BackgroundParametric study on multiple tuned mass dampers for buffeting control of Yangpu Bridge
Gu, M., Chen, S. R., & Chang, C. C. (2001) · Journal of Wind Engineering and Industrial Aerodynamics · doi:10.1016/s0167-6105(01)00094-0 · Cited by 92
Yau, J. D., & Yang, Y. B. (2004) · Engineering Structures · doi:10.1016/j.engstruct.2004.06.015 · Cited by 89
Chen, D., Huang, S., Huang, C., Liu, R., & Ouyang, F. (2021) · Marine Structures · doi:10.1016/j.marstruc.2021.102938 · Cited by 89
Li, C., & Zhu, B. (2006) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2006.05.018 · Cited by 87
VIBRATION CONTROL IDENTIFICATION OF SEISMICALLY EXCITED m.d.o.f. STRUCTURE-PTMD SYSTEMS
Lin, C.-C., Wang, J.-F., & Ueng, J. (2001) · Journal of Sound and Vibration · doi:10.1006/jsvi.2000.3188 · Cited by 84
Along-wind response control of chimneys with distributed multiple tuned mass dampers
Elias, S., Matsagar, V. A., & DATTA, T. K. (2018) · Structural Control and Health Monitoring · doi:10.1002/stc.2275 · Cited by 80
Semiactive Tuned Liquid Column Dampers: Experimental Study
Yalla, S. K., & Kareem, A. (2003) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(2003)129:7(960 · Cited by 80
Self-citationAdaptive Compensation for Detuning in Pendulum Tuned Mass Dampers
Roffel, A. J., Lourenco, R., Narasimhan, S., & Yarusevych, S. V. (2010) · Journal of Structural Engineering · doi:10.1061/(asce)st.1943-541x.0000286 · Cited by 73
A principle of similarity for nonlinear vibration absorbers
Habib, G., & Kerschen, G. (2016) · Physica D Nonlinear Phenomena · doi:10.1016/j.physd.2016.06.001 · Cited by 73
“bsorber were studied in the last decades, e.g., a damped host system [19], dierent combinations of response and excitation [20] and the use of multi-vibration absorbers to control several resonances [21]. A fundamental drawback of the vibration absorber (that hereafter is referred to as linear tuned vibration absorber…”
BackgroundLi, C., & Liu, Y. (2003) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.239 · Cited by 70
Optimum design and experimental study of multiple tuned mass dampers with limited stroke
Lin, C., Wang, J., Lien, C., Chiang, H., & Lin, C. (2010) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.1008 · Cited by 67
Recent Advances in Hybrid Vibration-Control Systems
Stanikzai, M. H., Elias, S., & Chae, Y. (2022) · Practice Periodical on Structural Design and Construction · doi:10.1061/(asce)sc.1943-5576.0000685 · Cited by 59
Wang, J., Wierschem, N. E., Wang, B., & Spencer, B. F. (2020) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.1692 · Cited by 62
Seismic response control of base‐isolated buildings using multiple tuned mass dampers
Stanikzai, M. H., Elias, S., Matsagar, V. A., et al. (2018) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.1576 · Cited by 62
Chen, G., & Wu, J. (2003) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.249 · Cited by 62
Dynamic Behavior of Supertall Building with Active Control System during Super Typhoon Mangkhut
Zhou, K., Li, Q. S., & Li, X. (2020) · Journal of Structural Engineering · doi:10.1061/(asce)st.1943-541x.0002626 · Cited by 57
Patil, V. B., & Jangid, R. S. (2011) · Journal of Civil Engineering and Management · doi:10.3846/13923730.2011.619325 · Cited by 57
Seismic Energy Dissipation of Inelastic Structures with Multiple Tuned Mass Dampers
Wong, K. K. F., & Johnson, J. G. (2009) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(2009)135:4(265 · Cited by 56
Investigation on a mechanical vibration absorber with tunable piecewise-linear stiffness
Shui, X., & Wang, S. (2017) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2017.05.046 · Cited by 56
Tuned Mass Dampers for Wind-Induced Vibration Control of Chongqi Bridge
Sun, Z. H., Zou, Z., Ying, X., & Li, X. (2019) · Journal of Bridge Engineering · doi:10.1061/(asce)be.1943-5592.0001510 · Cited by 57
Kapasakalis, K. A., Mantakas, A., Καλδερών, Μ., Antoniou, M., & Sapountzakis, E. J. (2023) · Journal of Earthquake Engineering · doi:10.1080/13632469.2023.2226227 · Cited by 53
Min, K.-W., Kim, H. S., Lee, S., et al. (2005) · Engineering Structures · doi:10.1016/j.engstruct.2005.02.008 · Cited by 55
An optimum design methodology of active tuned mass damper for asymmetric structures
Li, C., Li, J., & Qu, Y. (2009) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2009.09.011 · Cited by 54
Distributed Mass Damper System for Integrating Structural and Environmental Controls in Buildings
Fu, T. S., & Johnson, E. A. (2011) · Journal of Engineering Mechanics · doi:10.1061/(asce)em.1943-7889.0000211 · Cited by 53
Distributed Multiple Tuned Mass Dampers for Wind Vibration Response Control of High-Rise Building
Elias, S., & Matsagar, V. A. (2014) · Journal of Engineering · doi:10.1155/2014/198719 · Cited by 52
“[9] A. Kareem and S. Kline, “Performance of multiple mass dampers under random loading,” Journal of Structural Engineering, vol. 121, no. 2, pp. 348–361, 1995.”
BackgroundInfluentialGeneralized framework for robust design of tuned mass damper systems
Mohtat, A., & Dehghan-Niri, E. (2010) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2010.09.007 · Cited by 52
“[36,37], and can be used to form appropriate input weights for design against wind loadings.”
BackgroundFurther Characteristics for Multiple Tuned Mass Dampers
Li, C., & Liu, Y. (2002) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(2002)128:10(1362 · Cited by 52
Failla, G. (2015) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2015.09.006 · Cited by 50
Wang, J., Wang, B., Liu, Z., Zhang, C., & Li, H. (2020) · Structural Control and Health Monitoring · doi:10.1002/stc.2513 · Cited by 48
“To address those issues, multiple TMDs (MTMDs) with a wide band of controllable frequencies were developed in the past years.(22-29) However, although MTMDs allowed the resonant response to be efficiently reduced at a wider range, responses with high-frequency components beyond the frequency range of MTMDs were often…”
Hybrid active tuned mass dampers for structures under the ground acceleration
Li, C., & Cao, B. (2015) · Structural Control and Health Monitoring · doi:10.1002/stc.1716 · Cited by 49
Elias, S., Matsagar, V. A., & DATTA, T. K. (2019) · International Journal of Structural Stability and Dynamics · doi:10.1142/s0219455419500597 · Cited by 49
Dehghan-Niri, E., Zahrai, S. M., & Mohtat, A. (2008) · Structural Control and Health Monitoring · doi:10.1002/stc.297 · Cited by 49
“2010; 17:218–236 DOI: 10.1002/stc frequency error; Kareem and Kline [8] interpreted this concept in a similar fashion; Rana and Soong [11] showed that the effect of detuning in TMD parameters become less significant as the structural damping and/or mass ratio is increased; Li [13] pointed out the flatness of response…”
BackgroundInfluentialPerformance–cost optimization of tuned mass damper under low‐moderate seismic actions
Greco, R., Marano, G. C., & Fiore, A. (2016) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.1300 · Cited by 44
Semi-active Tuned Mass Damper control strategy for wind-excited structures
Ricciardelli, F., Occhiuzzi, A., & Clemente, P. (2000) · Journal of Wind Engineering and Industrial Aerodynamics · doi:10.1016/s0167-6105(00)00024-6 · Cited by 48
Re-tuning tuned mass dampers using ambient vibration measurements
Hazra, B., Sadhu, A., Lourenco, R., & Narasimhan, S. (2010) · Smart Materials and Structures · doi:10.1088/0964-1726/19/11/115002 · Cited by 46
Greco, R., Lucchini, A., & Marano, G. C. (2014) · Engineering Optimization · doi:10.1080/0305215x.2014.941288 · Cited by 45
“The optimal parameters of single and multiple TMDs for the control of MDOF structures have also been studied by several researchers (Kareem and Kline 1995; Zuo and Nayfeh 2004, 2006; Li and Ni 2007; Fu and Johnson 2011; Mohebbi et al. 2013).”
BackgroundOptimal Damper Characteristics of ATMD for Buildings under Wind Loads
Yan, N., Wang, C. M., & Balendra, T. (1999) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(1999)125:12(1376 · Cited by 47
Simulation-based robust design of mass dampers for response mitigation of tension leg platforms
Taflanidis, A. A., Angelides, D. C., & Scruggs, J. T. (2009) · Engineering Structures · doi:10.1016/j.engstruct.2008.11.014 · Cited by 46
Effect of Multiple Tuned Mass Dampers for Vibration Control in High-Rise Buildings
Suresh, L., & Mini, K. M. (2019) · Practice Periodical on Structural Design and Construction · doi:10.1061/(asce)sc.1943-5576.0000453 · Cited by 46
Auto-parametric semi-trivial and post-critical response of a spherical pendulum damper
Náprstek, J., & Fischer, C. (2009) · Computers & Structures · doi:10.1016/j.compstruc.2008.11.015 · Cited by 45
“[7,8].”
DYNAMIC ANALYSIS OF STRUCTURES WITH MULTIPLE TUNED MASS DAMPERS
Lewandowski, R., & Grzymisławska, J. (2009) · Journal of Civil Engineering and Management · doi:10.3846/1392-3730.2009.15.77-86 · Cited by 44
“The performance of multiple mass dampers under both wind and seismic excitation is analysed by Kareem and Kline (1995).”
Seismic vulnerability of a non-linear building with distributed multiple tuned vibration absorbers
Elias, S., & Matsagar, V. A. (2019) · Structure and Infrastructure Engineering · doi:10.1080/15732479.2019.1602149 · Cited by 43
Seismic Energy Assessment of Buildings with Tuned Vibration Absorbers
Elias, S. (2018) · Shock and Vibration · doi:10.1155/2018/2051687 · Cited by 40
Coupled vibration control with tuned mass damper for long-span bridges
Chen, S. R., & Cai, C. S. (2004) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2003.11.056 · Cited by 40
“As traditional control devices, the dynamic energy absorbers dissipate external energy through providing supplemental damping to the modes of concern [9–11].”
BackgroundMultiple Tuned Liquid Dampers for Efficient and Robust Structural Control
Love, J. S., & Tait, M. J. (2015) · Journal of Structural Engineering · doi:10.1061/(asce)st.1943-541x.0001290 · Cited by 39
Performance of tuned tandem mass dampers for structures under the ground acceleration
Yang, Y., & Li, C. (2016) · Structural Control and Health Monitoring · doi:10.1002/stc.1974 · Cited by 38
Chulahwat, A., & Mahmoud, H. N. (2017) · Engineering Structures · doi:10.1016/j.engstruct.2017.01.074 · Cited by 39
Prevention of suspension bridge flutter using multiple tuned mass dampers
Ubertini, F. (2010) · Wind and Structures · doi:10.12989/was.2010.13.3.235 · Cited by 39
Experimental study on the vibration mitigation of offshore tension leg platform system with UWTLCD
Lee, H. H., & Juang, H. H. (2012) · Smart Structures and Systems · doi:10.12989/sss.2012.9.1.071 · Cited by 38
“Subsequently, many improvement ideas for the TLCD system have been proposed such as the variable orifice system or so called pressure control mechanism (Kareem and Kline 1995) and the studies on the characteristics of variable cross section between the horizontal and vertical tube (Hichhock et al.”
BackgroundAnalysis and optimization of multiple tuned mass dampers with coulomb dry friction
Kim, S.-Y., & Lee, C. (2019) · Engineering Structures · doi:10.1016/j.engstruct.2019.110011 · Cited by 38
Active multiple tuned mass dampers for structures under the ground acceleration
Li, C., & Liu, Y. (2002) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.136 · Cited by 38
“By substituting xg(t)= e−i!t , ys =Hys (−i!)e−i!t and yj=Hyj(−i!)e in Equations (4) and (5), the frequency response function of the structure with AMTMD can be represented as”
BackgroundEnergy dissipation of tuned mass dampers during earthquake excitations
WONG, K. K. F., & Chee, Y. (2004) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.244 · Cited by 37
“Many researchers have also investigated further possibilities of using MTMD (Abe and Fujino, 1994; Kareem and Kline, 1995; Abe and Igusa, 1995; Chen and Wu, 2001; Park and Reed, 2001).”
BackgroundLi, K., Ge, Y., Guo, Z., et al. (2015) · Journal of Wind Engineering and Industrial Aerodynamics · doi:10.1016/j.jweia.2015.06.012 · Cited by 35
“To overcome this shortcoming, MTMD (multiple tuned mass dampers) is introduced to work in a wide range of frequencies (Igusa and Xu, 1990; Yamaguchi and Harnpornchai, 1993; Fujino and Abe, 1993; Kareem and Kline, 1995; Li, 2000) and shows good robustness and effectiveness when applied to flutter control (Kwon and Park…”
BackgroundGROUND 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
Li, C. (2012) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.624 · Cited by 35
“The MTMD were also investigated by, for example, Yamaguchi and Harnpornchai (1993), Abe and Fujino (1994), Kareem and Kline (1995), Jangid (1999), Li (2000), Park and Reed (2001), Gu et al. (2001), Chen and Wu (2003), Yau and Yang (2004a,b), Kwon and Park (2004), Lin et al. (2005), Hoang and…”
MethodTuned Mass Damper Positioning Effects on the Seismic Response of a Soil-MDOF-Structure System
Jabary, R. N., & Madabhushi, S. (2017) · Journal of Earthquake Engineering · doi:10.1080/13632469.2016.1224743 · Cited by 37
“…of past studies into MTMDs (parallel and in series) comprised analytical optimizations (design) of damper parameters, considering a SDOF primary structure [Eason et al., 2013; Igusa and Xu; 1991; Kareem and Kline, 1995; Xu and Igusa, 1992; Yamaguchi and Harnpornchai, 1993; Zuo and Nayfeh, 2005].”
BackgroundMethodDevelopment of optimal design formula for bi-tuned mass dampers using multi-objective optimization
Ok, S.-Y., Song, J., & Park, K.-S. (2009) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2008.11.023 · Cited by 35
Active Multiple Tuned Mass Dampers: A New Control Strategy
Li, C., Liu, Y., & Wang, Z. (2003) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(2003)129:7(972 · Cited by 34
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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