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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Optimum absorber parameters for various combinations of response and excitation parameters
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McNamara, R. J. (1977) · Journal of the Structural Division · doi:10.1061/jsdeag.0004721 · Cited by 321
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Optimum absorber parameters for minimizing vibration response
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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
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Items 101–200 of 304
Ruiz, R. O., Taflanidis, A. A., & Lopez-Garcia, D. (2016) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2016.01.014 · Cited by 32
Roffel, A. J., & Narasimhan, S. (2014) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2014.06.030 · Cited by 32
Exact frequency response analysis of axially loaded beams with viscoelastic dampers
Burlon, A., Failla, G., & Arena, F. (2016) · International Journal of Mechanical Sciences · doi:10.1016/j.ijmecsci.2016.07.024 · Cited by 32
Zhang, Y., Schauer, T., & Bleicher, A. (2022) · Journal of Building Engineering · doi:10.1016/j.jobe.2022.104416 · Cited by 33
Kim, S.-Y., & Lee, C. (2018) · Engineering Structures · doi:10.1016/j.engstruct.2018.06.002 · Cited by 32
Experimental analysis of the influence of damping on the resonance behavior of a spherical pendulum
Pospı́šil, S., Fischer, C., & Náprstek, J. (2014) · Nonlinear Dynamics · doi:10.1007/s11071-014-1446-6 · Cited by 30
“A random loading was applied in [9], where a collection of several mass dampers with distributed natural frequencies were investigated under random loading.”
MethodResponse of building systems with suspended floor slabs under dynamic excitations
Mahmoud, H. N., & Chulahwat, A. (2015) · Engineering Structures · doi:10.1016/j.engstruct.2015.09.027 · Cited by 30
Salvi, J., & Rizzi, E. (2017) · Soil Dynamics and Earthquake Engineering · doi:10.1016/j.soildyn.2017.05.029 · Cited by 29
Seismic response mitigation of building structures with a novel vibro-impact dual-mass damper
Wang, J., Wang, B., Liu, Z., Li, H., & Zhang, C. (2020) · Engineering Structures · doi:10.1016/j.engstruct.2020.110673 · Cited by 29
Hsieh, M.-C., Huang, G.-L., Liu, H., et al. (2021) · Ocean Engineering · doi:10.1016/j.oceaneng.2021.110129 · Cited by 29
Effectiveness of dynamic vibration absorbers implemented in tall buildings
Love, J. S., Haskett, T. C., & Morava, B. (2018) · Engineering Structures · doi:10.1016/j.engstruct.2018.09.050 · Cited by 28
“The solution to the equations of motion is straightforward, but tedious, and can be found elsewhere [3,11].”
BackgroundDynamic response of tension leg platform with tuned mass dampers
Chandrasekaran, S., Kumar, D., & Ramanathan, R. (2013) · Journal of Naval Architecture and Marine Engineering · doi:10.3329/jname.v10i2.16184 · Cited by 27
“From the studies reported in the literature, it is seen that the optimization technique to derive stiffness and damping parameters are more effective in the response control of structures under random loading (Zuo and Nayfeh. 2005; Zuo, 2009; Kareem and Kline, 1995).”
MethodCharacteristics of linearly distributed parameter-based multiple-tuned mass dampers
Han, B., & Li, C. (2007) · Structural Control and Health Monitoring · doi:10.1002/stc.222 · Cited by 27
“The MTMDs with the distributed natural frequencies were also studied by, for example, Yamaguchi and Harnpornchai [4], Abe and Fujino [5], Kareem and Kline [6], Jangid [7], Li [8], Park and Reed [9], Gu et al. [10], Chen and Wu [11], Yau and Yang [12, 13], Kwon and Park [14], Lin et al. [15], and Hoang and Warnitchai […”
MethodIntegrating Double-Skin Façades and Mass Dampers for Structural Safety and Energy Efficiency
Fu, T. S., & Zhang, R. (2016) · Journal of Architectural Engineering · doi:10.1061/(asce)ae.1943-5568.0000218 · Cited by 28
Electromechanical semi-passive nonlinear tuned mass damper for efficient vibration damping
Lallart, M., Yan, L., Wu, Y.-C., et al. (2013) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2013.06.006 · Cited by 27
D’Annibale, F., Rosi, G., & Luongo, A. (2014) · Zeitschrift für angewandte Mathematik und Physik · doi:10.1007/s00033-014-0477-7 · Cited by 26
A frequency tracking semi-active algorithm for control of edgewise vibrations in wind turbine blades
Arrigan, J., Huang, C., Staino, A., et al. (2014) · Smart Structures and Systems · doi:10.12989/sss.2014.13.2.177 · Cited by 26
Optimal design of wind-induced vibration control of tall buildings and high-rise structures
Li, Q. S., Cao, H., Li, G., et al. (1999) · Wind and Structures · doi:10.12989/was.1999.2.1.069 · Cited by 26
Love, J. S., & Tait, M. J. (2016) · Engineering Structures · doi:10.1016/j.engstruct.2016.10.006 · Cited by 25
A robust equal-peak method for uncertain mechanical systems
Dell’Elce, L., Gourc, É., & Kerschen, G. (2017) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2017.10.038 · Cited by 25
A semi-active shunted piezoelectric tuned mass damper for robust vibration control
Chatziathanasiou, G. M., Chrysochoidis, N. A., & Saravanos, D. A. (2021) · Journal of Vibration and Control · doi:10.1177/10775463211026487 · Cited by 25
“Multiple mass dampers have been proposed and thoroughly investigated (Igusa and Xu, 1994; Kareem and Kline, 1995; Zuo, 2009), providing damping effectiveness to multiple resonant or excitation frequencies, but this solution may add substantial weight and limited tuning capability.”
BackgroundWang, J., Zhang, C., & Liu, Z. (2021) · Structural Control and Health Monitoring · doi:10.1002/stc.2881 · Cited by 24
“Multiple-TMDs broaden the functional frequency range of conventional TMDs by distributing masses with different resonant frequencies.(18,19) Nonlinear energy sinks increase the frequency robustness of TMDs by replacing the linear stiffness element with nonlinear ones.”
BackgroundNumerical optimization of tuned mass absorbers attached to strongly nonlinear Duffing oscillator
Brzeski, P., Perlikowski, P., & Kapitaniak, T. (2013) · Communications in Nonlinear Science and Numerical Simulation · doi:10.1016/j.cnsns.2013.06.001 · Cited by 25
“In [42, 44, 45, 46] one can nd an application of multiple TMD with natural frequencies distributed over a de ned range of frequencies.”
BackgroundEvaluation of multiple active lever-type tuned mass dampers for structures under ground acceleration
Li, C., & Zhou, D. (2003) · Engineering Structures · doi:10.1016/j.engstruct.2003.10.006 · Cited by 25
Robust design of a multi-floor isolation system
Anajafi, H., & Medina, R. A. (2018) · Structural Control and Health Monitoring · doi:10.1002/stc.2130 · Cited by 24
Tao, T., Wang, H., Yao, C., et al. (2017) · Applied Sciences · doi:10.3390/app7040395 · Cited by 25
“However, it is known that the performance of the TMD is sensitive to the frequency variation of the main structure [4,26,27].”
BackgroundWind‐induced excitation control of a tall building with tuned mass dampers
Kim, Y., You, K., & Kim, H. (2007) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.372 · Cited by 24
Wielgos, P., & Geryło, R. (2021) · Applied Sciences · doi:10.3390/app11041389 · Cited by 24
Seismic Response Control Systems for Structures
Rai, N., Reddy, G. R., Ramanujam, S., et al. (2009) · Defence Science Journal · doi:10.14429/dsj.59.1517 · Cited by 24
De, S., Wojtkiewicz, S. F., & Johnson, E. A. (2016) · Structural Control and Health Monitoring · doi:10.1002/stc.1846 · Cited by 20
Free parameter search of multiple tuned mass dampers by using artificial bee colony algorithm
Bozer, A., & Özsariyildiz, S. (2017) · Structural Control and Health Monitoring · doi:10.1002/stc.2066 · Cited by 24
Control of buildings using single and multiple tuned liquid column dampers
Chang, C.-C. G., Hsu, C. T., & Swei, S.-M. (1998) · STRUCTURAL ENGINEERING AND MECHANICS · doi:10.12989/sem.1998.6.1.077 · Cited by 24
Tuned Mass Dampers for Structures with Bilinear Hysteresis
Abé, M. (1996) · Journal of Engineering Mechanics · doi:10.1061/(asce)0733-9399(1996)122:8(797 · Cited by 24
Zhu, F., Wang, J., Jin, F., et al. (2016) · Journal of Earthquake Engineering · doi:10.1080/13632469.2016.1138170 · Cited by 23
“Kareem and Kline [1995] concluded that a non-uniform mass distributed MTLCD does not offer any particular advantage over the uniform mass distributed MTLCD.”
BackgroundMoon, K. S. (2015) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.1237 · Cited by 22
“Not only vertical but also horizontal distribution of multiple TMDs has been studied by many researchers, such as Kareem and Klein (1995) and Yamaguchi and Harnpornchai (1993).”
BackgroundJoint optimization approach to building vibration control via multiple active tuned mass dampers
Zhan, W., Cui, Y., Feng, Z., et al. (2013) · Mechatronics · doi:10.1016/j.mechatronics.2013.01.012 · Cited by 22
Optimal Location of Multiple Tuned Mass Dampers in Regular and Irregular Tall Steel Buildings Plan
Khazaei, M., Vahdani, R., & Kheyroddin, A. (2020) · Shock and Vibration · doi:10.1155/2020/9072637 · Cited by 21
Experimental study of a hybrid TMD and TLD on structure motion reduction
Chen, B.-F., & Yang, B.-H. (2018) · Ocean Engineering · doi:10.1016/j.oceaneng.2018.06.016 · Cited by 21
Optimization of multiple tuned mass dampers for seismic response reduction
Wu, J., & Chen, G. (2000) · Proceedings of the ... American Control Conference/Proceedings of the American Control Conference · doi:10.1109/acc.2000.878954 · Cited by 21
Designing Optimum Locations and Properties of MTMD Systems
Frans, R., & Arfiadi, Y. (2015) · Procedia Engineering · doi:10.1016/j.proeng.2015.11.079 · Cited by 19
“Nowadays multiple tuned mass dampers (MTMD) have been considered to control the motion of structures, where more than one TMDs are used [1-5].”
BackgroundEffect of dominant ground frequency and soil on multiple tuned mass dampers
Li, C., & Han, B. (2009) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.519 · Cited by 19
“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…”
MethodActive multiple-tuned mass dampers for asymmetric structures considering soil-structure interaction
Li, C., Yu, Z., Xiong, X., & Wang, C. (2009) · Structural Control and Health Monitoring · doi:10.1002/stc.326 · Cited by 19
“The MTMD were also investigated by, for example, Yamaguchi and Harnpornchai [2], Abe and Fujino [3], Kareem and Kline [4], Jangid [5], Li [6], Park and Reed [7], Gu et al.”
MethodEffect of tuned mass damper on the interaction of a quarter car model with a damaged bridge
Pakrashi, V., O’Connor, A., & Basu, B. (2008) · Structure and Infrastructure Engineering · doi:10.1080/15732470701816850 · Cited by 19
“Yamaguchi and Harnpornchai (1993), Abe and Fujino (1994), Kareem and Kline (1995) and Wang et al (2003) have discussed the advantages of multiple TMDs over single TMD. Kwon et al (1998) and Jo et al (2001) have considered the interaction of high-speed vehicles with three span steel box girder bridges and have advocate…”
InfluentialExtracting parameters of TMD and primary structure from the combined system responses
Wang, J., & Lin, C. (2015) · Smart Structures and Systems · doi:10.12989/sss.2015.16.5.937 · Cited by 18
Li, C., & Qu, W. L. (2004) · Engineering Structures · doi:10.1016/j.engstruct.2004.07.019 · Cited by 18
“Likewise, the MTMD has been comprehensively investigated by several researchers such as Yamaguchi and Harnpornchai [3], Abe and Fujino [4], Kareem and Kline [5], Jangid [6], Li [7], Park and Reed [8], Gu et al.”
MethodSadhu, A., Hazraa, B., & Narasimhan, S. (2014) · Smart Structures and Systems · doi:10.12989/sss.2014.13.2.257 · Cited by 17
Free Parameter Optimization of DTMDs Based on Improved Hybrid Genetic-Simulated Annealing Algorithm
Han, Q., Zhang, X., Xu, K., & Du, X. (2020) · International Journal of Structural Stability and Dynamics · doi:10.1142/s0219455420500315 · Cited by 17
Probabilistic measures for assessing appropriateness of robust design optimization solutions
Medina, J. C., & Taflanidis, A. A. (2014) · Structural and Multidisciplinary Optimization · doi:10.1007/s00158-014-1160-5 · Cited by 17
Optimal variables of TMDs for multi-mode buffeting control of long-span bridges
Chen, S., Cai, C. S. S., Gu, M., et al. (2003) · Wind and Structures · doi:10.12989/was.2003.6.5.387 · Cited by 17
“When the modal frequencies of the bridge are well separated and modal coupling effects are weak, each TMD is mainly designed to control a single-mode vibration while the effects from other modes on the control are omitted (Igusa and Xu 1991, Kareem and Kline 1995 ).”
BackgroundLi, C., & Li, Q. S. (2005) · International Journal of Structural Stability and Dynamics · doi:10.1142/s0219455405001763 · Cited by 17
Optimal passive and active control mechanisms for seismically excited buildings
Arfiadi, Y. (2000) · Research Online (University of Wollongong) · Cited by 17
Naderpour, H., SoltaniMatin, A., Kheyroddin, A., Fakharian, P., & Ezami, N. (2024) · Buildings · doi:10.3390/buildings14082443 · Cited by 17
“The MTMD was found to be ineffective in response control due to the second and third modes of the TMD deteriorating the first mode response [8–11].”
InfluentialZheng, C., Wang, Z., Zhang, J., et al. (2021) · Engineering Structures · doi:10.1016/j.engstruct.2021.112967 · Cited by 16
Tang, Q.-C., Zhu, L., & Li, J.-Z. (2022) · Structures · doi:10.1016/j.istruc.2022.12.026 · Cited by 16
Experimental investigations on VIV of bridge deck sections: A case study
Chen, Z., Liu, S., Yu, X., et al. (2017) · KSCE Journal of Civil Engineering · doi:10.1007/s12205-017-0120-1 · Cited by 16
Methods for Improving the Seismic Performance of Structures - A Review
Nath, S., Debnath, N., & Choudhury, S. (2018) · IOP Conference Series Materials Science and Engineering · doi:10.1088/1757-899x/377/1/012141 · Cited by 16
“Kareem and Kline [28] investigated the effectiveness of multiple mass dampers (MMD) attached parallely under random loading and found that there is a reduction in the peaks observed in single mass damper.”
BackgroundOptimal design of a pair of vibration suppression devices for a multi‐storey building
Zhang, S. Y., Neild, S. A., & Jiang, J. Z. (2019) · Structural Control and Health Monitoring · doi:10.1002/stc.2498 · Cited by 16
Active Control for a Distributed Mass Damper System
Fu, T. S., & Johnson, E. A. (2014) · Journal of Engineering Mechanics · doi:10.1061/(asce)em.1943-7889.0000650 · Cited by 16
“Multiple tuned mass damper (MTMD) systems were introduced (Yamaguchi and Harnpornchai 1993; Abe and Fujino 1994; Igusa and Xu 1994; Kareem and Kline 1995) to increase robustness by tuning to multiple and/or wider frequency bands and compensating for uncertainties in building natural frequencies and so forth.”
BackgroundPERFORMANCE OF DUAL-LAYER MULTIPLE TUNED MASS DAMPERS FOR STRUCTURES UNDER GROUND EXCITATIONS
Li, C. (2006) · International Journal of Structural Stability and Dynamics · doi:10.1142/s0219455406002106 · Cited by 16
Wang, Q., Li, Z., Garg, A., et al. (2019) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.1597 · Cited by 16
Seismic response of controlled structures with active multiple tuned mass dampers
Han, B., & Li, C. (2006) · Earthquake Engineering and Engineering Vibration · doi:10.1007/s11803-006-0657-3 · Cited by 16
EVALUATION OF MULTIPLE DUAL TUNED MASS DAMPERS FOR STRUCTURES UNDER HARMONIC GROUND ACCELERATION
Han, B., & LI, C. X. (2006) · International Journal of Structural Stability and Dynamics · doi:10.1142/s0219455406001824 · Cited by 16
EVALUATION OF ARBITRARY INTEGER BASED MULTIPLE TUNED MASS DAMPERS FOR STRUCTURES
Li, C., & Zhang, J. (2005) · International Journal of Structural Stability and Dynamics · doi:10.1142/s0219455405001659 · Cited by 16
Tuned Mass and Parametric Pendulum Dampers Under Seismic Vibrations
Yurchenko, D. (2015) · Springer eBooks · doi:10.1007/978-3-642-36197-5_338-1 · Cited by 16
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building
Sarkar, S., & Fitzgerald, B. (2023) · Journal of Structural Engineering · doi:10.1061/jsendh.steng-12599 · Cited by 15
Overhead water tank shapes with depth-independent sloshing frequencies for use as TLDs in buildings
Bandyopadhyay, R., Maiti, S., Ghosh, A. D., et al. (2017) · Structural Control and Health Monitoring · doi:10.1002/stc.2049 · Cited by 15
An integrated damping system for tall buildings
Martinez‐Paneda, M., & Elghazouli, A. Y. (2020) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.1724 · Cited by 15
Conroy, G. C., & Sideris, P. (2021) · Engineering Structures · doi:10.1016/j.engstruct.2021.113126 · Cited by 15
Tuning Methodology of Nonlinear Vibration Absorbers Coupled to Nonlinear Mechanical Systems
Viguié, R., & Kerschen, G. (2011) · International Conference on Multibody Systems, Nonlinear Dynamics, and Control (MSNDC) · doi:10.1115/detc2011-47146 · Cited by 15
A preliminary design method for tuned liquid dampers conforming to space restrictions
Love, J. S., & Tait, M. J. (2012) · Engineering Structures · doi:10.1016/j.engstruct.2012.02.036 · Cited by 15
Estimation of active multiple tuned mass dampers for asymmetric structures
Li, C., & Xiong, X. (2008) · STRUCTURAL ENGINEERING AND MECHANICS · doi:10.12989/sem.2008.29.5.505 · Cited by 15
Casalotti, A., & D’Annibale, F. (2021) · Structural Control and Health Monitoring · doi:10.1002/stc.2865 · Cited by 14
Design of an optimal tuned mass damper for a system with parametric uncertainty
Moreno, C. P., & Thomson, P. (2010) · Annals of Operations Research · doi:10.1007/s10479-010-0726-x · Cited by 14
Directional mass dampers for buildings under wind or seismic loads
Ankireddi, S., & Yang, H. T. Y. (2000) · Journal of Wind Engineering and Industrial Aerodynamics · doi:10.1016/s0167-6105(99)00115-4 · Cited by 14
Assessment of the Design Criteria Effect on Performance of Multiple Tuned Mass Dampers
Mohebbi, M., Rasouli, H., & Moradpour, S. (2015) · Advances in Structural Engineering · doi:10.1260/1369-4332.18.8.1141 · Cited by 13
“Kareem and Klein (1995) investigated the characteristics and effectiveness of MTMDs with distributed natural frequencies under both wind and earthquake excitations.”
BackgroundWind vibration mitigation of long-span bridges in hurricanes
Cai, C. S. S., & Chen, S. (2003) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2003.09.013 · Cited by 13
Failla, G. (2016) · Journal of Engineering Mechanics · doi:10.1061/(asce)em.1943-7889.0001076 · Cited by 13
“Indeed, beams or frames including several dampers, either external or internal, are involved in several applications (Kawashima and Fujimoto 1984; Abé and Igusa 1995; Kareem and Kline 1995; Sadek et al. 1997; Xu and Zhang 2001; Sekulovic et al. 2002; Guo and Chen 2007; Lewandowski and Grzymisławska 2009).”
BackgroundNonlinear Series-Type Tuned Mass Damper-Tuned Sloshing Damper for Improved Structural Control
Love, J. S., & Lee, C. S. (2018) · Journal of vibration and acoustics · doi:10.1115/1.4041513 · Cited by 13
Performance of accelerated oscillator dampers under seismic loading
Tan, Y., Guan, R., & Zhang, Z. (2018) · Advances in Mechanical Engineering · doi:10.1177/1687814018767510 · Cited by 13
“With x0 and v0 expressing the initial displacement and initial velocity of the primary structure, respectively, the final solution of the equation (12) can be expressed as”
BackgroundBachy, E., Jaboviste, K., Sadoulet-Reboul, É., et al. (2022) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2022.108830 · Cited by 12
Mohebbi, M., Dabbagh, H. R., & Shakeri, K. (2015) · Periodica Polytechnica Civil Engineering · doi:10.3311/ppci.7645 · Cited by 12
Multiple active–passive tuned mass dampers for structures under the ground acceleration
Li, C. (2003) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.256 · Cited by 12
“Multiple tuned mass dampers (MTMD), with a uniform distribution of natural frequencies, were proposed by Xu and Igusa [1] and also investigated by, for example, Yamaguchi and Harnpornchai [2], Abe and Fujino [3], Abe and Igusa [4], Kareem and Kline [5], Jangid [6], Park and Reed [7], and Li [8; 9].”
MethodOutput-only de-tuning assessment of tuned mass dampers
Hazra, B., & Sadhu, A. (2012) · Journal of Civil Structural Health Monitoring · doi:10.1007/s13349-012-0031-2 · Cited by 12
PARAMETRIC STUDY ON MULTIPLE TUNED MASS DAMPERS USING INTERCONNECTED MASSES
Carneiro, R. B., Ávila, S. M., & de Brito, J. L. V. (2008) · International Journal of Structural Stability and Dynamics · doi:10.1142/s0219455408002600 · Cited by 12
Lai, Y., Chung, L.-L., Yang, C. W., & Wu, L. (2018) · Structural Control and Health Monitoring · doi:10.1002/stc.2191 · Cited by 13
Vibration Control of Irregular Bridges Using Spatially Distributed TMD-Type Counterweights
Li, Z., Xu, K., Ma, R., Fang, G., & Han, Q. (2022) · International Journal of Structural Stability and Dynamics · doi:10.1142/s0219455423501274 · Cited by 11
Shen, J., & Zhu, S. (2024) · Journal of Vibration and Control · doi:10.1177/10775463241252215 · Cited by 11
“Within the scope of passive control, multi-TMDs connected either in series (Ni et al., 2011; Zuo, 2009) or in parallel (Kareem and Kline, 1995; Ni et al., 2011; Xu and Igusa, 1992) could improve the control performance by further attenuating dynamic responses of multiple modes.”
Stochastic design of double-skin façades as seismic vibration absorbers
Pipitone, G., Barone, G., & Palmeri, A. (2020) · Advances in Engineering Software · doi:10.1016/j.advengsoft.2019.102749 · Cited by 11
Frequency‐independent hysteretic dampers for mitigating wind‐induced vibrations of tall buildings
Ali, A. M., Alexander, J., & Ray, T. (2019) · Structural Control and Health Monitoring · doi:10.1002/stc.2341 · Cited by 10
“m _ i 1⁄4 φim 1 f g 2 = φi mφi : (14) It can be observed that the modal terms (φi m) and (φi mφi) are included in both Ci (t) and m _ i in similar arrangements.”
BackgroundCasalotti, A., & D’Annibale, F. (2022) · Acta Mechanica · doi:10.1007/s00707-022-03185-8 · Cited by 9
Mathematical model and case study of wind-induced responses for a vertical forest
Wang, Q., Fu, W., Yu, S., et al. (2018) · Journal of Wind Engineering and Industrial Aerodynamics · doi:10.1016/j.jweia.2018.06.007 · Cited by 9
Du, D., Gu, X., Chu, D., & Hua, H. (2007) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2007.05.003 · Cited by 9
Understand and improve dynamic performance of transportation system — a case study of Luling Bridge
Chen, S., Cai, C. S. S., & Levitan, M. L. (2006) · Engineering Structures · doi:10.1016/j.engstruct.2006.07.019 · Cited by 9
“Optimal variables can usually be obtained through numerical searching through some approximate design formulas [ 15 ] or the procedure of numerically searching optimal variables [14].”
BackgroundMethodLi, C., Han, B., Zhang, J., et al. (2009) · International Journal of Structural Stability and Dynamics · doi:10.1142/s0219455409002928 · Cited by 9
OPTIMAL DESIGN OF DYNAMIC VIBRATION ABSORBER FOR ROLLING SYSTEMS
Younes, M. (2018) · The International Conference on Applied Mechanics and Mechanical Engineering · doi:10.21608/amme.2018.34728 · Cited by 8
“Kareem and Kline [9] studied the multiple absorbers under random forcing.”
BackgroundYue, H., Chen, J., & Xu, Q. (2019) · Structural Control and Health Monitoring · doi:10.1002/stc.2316 · Cited by 8
Wang, H., Tao, T., Cheng, H., & Li, A. (2014) · Journal of Zhejiang University. Science A · doi:10.1631/jzus.a1400194 · Cited by 8
“Following preliminary investigation of MTMD, Kareem and Kline (1995) investigated its effectiveness under narrow or wide banded excitations.”
MethodInfluentialComputationally efficient design of optimal strategies for controllable damping devices
Kamalzare, M., Johnson, E. A., & Wojtkiewicz, S. F. (2014) · Structural Control and Health Monitoring · doi:10.1002/stc.1649 · Cited by 8
Double skin façades as mass dampers
Fu, T. S. (2013) · Proceedings of the ... American Control Conference/Proceedings of the American Control Conference · doi:10.1109/acc.2013.6580571 · Cited by 8
Optimization of multiple tuned mass dampers for large-span roof structures subjected to wind loads
Zhou, X., Lin, Y., & Gu, M. (2015) · Wind and Structures · doi:10.12989/was.2015.20.3.363 · Cited by 8
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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