Parametric study and simplified design of tuned mass dampers
Integrity signals
Registry
Cites
Statistics
Claims the paper makes
Claims other papers make about this one
Each is checked against this paper’s own text: does it say what the citing paper says it does?
During time-history analysis, when damping is getting large, TMD performance is reducing.
“2-During time-history analysis, when damping is getting large, TMD performance is reducing.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Rana and Soong [64]
When damping and mass ratio are increasing, the effect of detuning in TMDs parameters becomes less detrimental.
“1-When damping and mass ratio is increasing, the effect of detuning in TMDs parameters becomes less detrimental”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Rana and Soong [64]
Cites
BISHOP, R. E. D. (1957) · Nature · doi:10.1038/179504a0 · Cited by 1,645 · see citing works
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 1,048 · see citing works
The Theory of the Dynamic Vibration Absorber
Ormondroyd, J., & Den Hartog, J. P. (1928) · Transactions of the American Society of Mechanical Engineers · doi:10.1115/1.4058553 · Cited by 779 · see citing works
Optimum absorber parameters for simple systems
Warburton, G. B., & Ayorinde, E. O. (1980) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290080302 · Cited by 372 · see citing works
Yamaguchi, H., & Harnpornchai, N. (1993) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290220105 · Cited by 341 · see citing works
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 · see citing works
Performance of Multiple Mass Dampers under Random Loading
Kareem, A., & Kline, S. (1995) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(1995)121:2(348) · Cited by 306 · see citing works
Tsai, H., & Lin, G. (1993) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290221104 · Cited by 274 · see citing works
Optimum Vibration Absorbers for Linear Damped Systems
Randall, S., Halsted, D. M., & Taylor, D. L. (1981) · Journal of Mechanical Design · doi:10.1115/1.3255005 · Cited by 182 · see citing works
On the Dynamic Vibration Damped Absorber of the Vibration System
Ioi, T., & Ikeda, K. (1978) · Bulletin of JSME · doi:10.1299/jsme1958.21.64 · Cited by 151 · see citing works
Thompson, A. (1981) · Journal of Sound and Vibration · doi:10.1016/s0022-460x(81)80176-9 · Cited by 149 · see citing works
The role of damping, mass and stiffness in the reduction of wind effects on structures
Vickery, B. J., ISYUMOV, N., & Davenport, A. G. (1983) · Journal of Wind Engineering and Industrial Aerodynamics · doi:10.1016/0167-6105(83)90107-1 · Cited by 65 · see citing works
Steady-State Behavior of the Dynamic Absorber
Snowdon, J. C. (1959) · The Journal of the Acoustical Society of America · doi:10.1121/1.1907832 · Cited by 59 · see citing works
Falcon, K. C., Stone, B. J., Simcock, W. D., & Andrew, C. (1967) · Journal of Mechanical Engineering Science · doi:10.1243/jmes_jour_1967_009_058_02 · Cited by 48 · see citing works
Recent structural applications of active control technology
Soong, T. T., Reinhorn, A. M., Aizawa, S., & Higashino, M. (1994) · Journal of Structural Control · doi:10.1002/stc.4300010101 · Cited by 35 · see citing works
Self-citation
Flagged first, then by citations
Cited by
Sorted by citations
Assouar, B. M., Liang, B., Wu, Y., Li, Y., Cheng, J., & Jing, Y. (2018) · Nature Reviews Materials · doi:10.1038/s41578-018-0061-4 · Cited by 958 · see citing works
Marian, L., & Giaralis, A. (2014) · Probabilistic Engineering Mechanics · doi:10.1016/j.probengmech.2014.03.007 · Cited by 828 · see citing works
Vibration serviceability of footbridges under human-induced excitation: a literature review
Živanović, S., Pavić, A., & Reynolds, P. (2004) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2004.01.019 · Cited by 631 · see citing works
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 545 · see citing works
Wind-Induced Vibration Mitigation in Tall Buildings Using the Tuned Mass-Damper-Inerter
Giaralis, A., & Petrini, F. (2017) · Journal of Structural Engineering · doi:10.1061/(asce)st.1943-541x.0001863 · Cited by 330 · see citing works
Giaralis, A., & Taflanidis, A. A. (2017) · Structural Control and Health Monitoring · doi:10.1002/stc.2082 · Cited by 328 · see citing works
Vibration 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 · see citing works
De Domenico, D., & Ricciardi, G. (2018) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.3098 · Cited by 302 · see citing works
Optimal design theories and applications of tuned mass dampers
Lee, C., Chen, Y., Chung, L.-L., & Wang, Y. (2005) · Engineering Structures · doi:10.1016/j.engstruct.2005.06.023 · Cited by 296 · see citing works
Active control of high rise building structures using fuzzy logic and genetic algorithms
Pourzeynali, S., Lavasani, H. H., & Modarayi, A. H. (2006) · Engineering Structures · doi:10.1016/j.engstruct.2006.04.015 · Cited by 279 · see citing works
Estimating optimum parameters of tuned mass dampers using harmony search
Bekdaş, G., & Nigdeli, S. M. (2011) · Engineering Structures · doi:10.1016/j.engstruct.2011.05.024 · Cited by 259 · see citing works
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 · see citing works
Dynamic response and optimal design of structures with large mass ratio TMD
De Angelis, M., Perno, S., & Reggio, A. (2012) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.1117 · Cited by 239 · see citing works
Innovations in earthquake risk reduction for resilience: Recent advances and challenges
Freddi, F., Galasso, C., Cremen, G., Dall’Asta, A., Sarno, L. D., Giaralis, A., Gutiérrez‐Urzúa, F., Málaga‐Chuquitaype, C., Mitoulis, S.-A., Petrone, C., et al. (2021) · International Journal of Disaster Risk Reduction · doi:10.1016/j.ijdrr.2021.102267 · Cited by 227 · see citing works
Optimum 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 · see citing works
DOMENICO, D. D., Impollonia, N., & Ricciardi, G. (2017) · Soil Dynamics and Earthquake Engineering · doi:10.1016/j.soildyn.2017.11.023 · Cited by 206 · see citing works
Optimization of multiple tuned mass dampers to suppress machine tool chatter
Yang, Y. S., Muñoa, J., & Altıntaş, Y. (2010) · International Journal of Machine Tools and Manufacture · doi:10.1016/j.ijmachtools.2010.04.011 · Cited by 192 · see citing works
Farshidianfar, A., & Soheili, S. (2013) · Soil Dynamics and Earthquake Engineering · doi:10.1016/j.soildyn.2013.04.002 · Cited by 172 · see citing works
The tuned bistable nonlinear energy sink
Habib, G., & Romeo, F. (2017) · Nonlinear Dynamics · doi:10.1007/s11071-017-3444-y · Cited by 169 · see citing works
Li, C. (2002) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.128 · Cited by 189 · see citing works
Particle swarm optimization of TMD by non‐stationary base excitation during earthquake
Leung, A. Y. T., Zhang, H., Cheng, C., & Lee, Y. Y. (2008) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.811 · Cited by 166 · see citing works
Dai, J., Xu, Z.-D., & Gai, P.-P. (2019) · Engineering Structures · doi:10.1016/j.engstruct.2019.109585 · Cited by 163 · see citing works
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 · see citing works
DOMENICO, D. D., & Ricciardi, G. (2018) · Soil Dynamics and Earthquake Engineering · doi:10.1016/j.soildyn.2018.06.022 · Cited by 148 · see citing works
Seismic Control of Power Transmission Tower Using Pounding TMD
Zhang, P., Song, G., Li, H., & Lin, Y.-X. (2012) · Journal of Engineering Mechanics · doi:10.1061/(asce)em.1943-7889.0000576 · Cited by 144 · see citing works
A comparison between different optimization criteria for tuned mass dampers design
Marano, G. C., Greco, R., & Chiaia, B. M. (2010) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2010.05.015 · Cited by 143 · see citing works
Bekdaş, G., Ni̇gdeli, S. M., & Yang, X. (2017) · Engineering Structures · doi:10.1016/j.engstruct.2017.12.037 · Cited by 142 · see citing works
Using pipe-in-pipe systems for subsea pipeline vibration control
Bi, K., & Hao, H. (2015) · Engineering Structures · doi:10.1016/j.engstruct.2015.11.018 · Cited by 139 · see citing works
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 · see citing works
“Rana and Soong [64] Parametric study and simplified design of TMD 1- When damping and mass ratio is increasing, the effect of detuning in TMDs parameters becomes less detrimental 2- During time-history analysis, when damping is getting large, TMD performance is reducing.”
BackgroundInfluentialNonlinear magnetic vibration absorber for passive control of a multi–storey structure
Feudo, S. L., Touzé, C., Boisson, J., & Cumunel, G. (2018) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2018.09.007 · Cited by 137 · see citing works
Mass ratio factor for optimum tuned mass damper strategies
Bekdaş, G., & Ni̇gdeli, S. M. (2013) · International Journal of Mechanical Sciences · doi:10.1016/j.ijmecsci.2013.03.014 · Cited by 136 · see citing works
Chakraborty, S., & Roy, B. K. (2010) · Probabilistic Engineering Mechanics · doi:10.1016/j.probengmech.2010.07.007 · Cited by 135 · see citing works
Tuned mass-damper-inerter (TMDI) for suppressing edgewise vibrations of wind turbine blades
Zhang, Z., & Fitzgerald, B. (2020) · Engineering Structures · doi:10.1016/j.engstruct.2020.110928 · Cited by 132 · see citing works
Marian, L., & Giaralis, A. (2017) · City Research Online (City University London) · doi:10.12989/sss.2017.19.6.665 · Cited by 133 · see citing works
Optimum design of linear tuned mass dampers for structures with nonlinear behaviour
Sgobba, S., & Marano, G. C. (2010) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2010.01.009 · Cited by 128 · see citing works
Bekdaş, G., & Nigdeli, S. M. (2017) · Soil Dynamics and Earthquake Engineering · doi:10.1016/j.soildyn.2016.10.019 · Cited by 124 · see citing works
Wang, W., Wang, X., Hua, X., Song, G., & Chen, Z. (2018) · Engineering Structures · doi:10.1016/j.engstruct.2018.06.099 · Cited by 124 · see citing works
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 · see citing works
Pietrosanti, D., Angelis, M. D., & Basili, M. (2020) · International Journal of Mechanical Sciences · doi:10.1016/j.ijmecsci.2020.105849 · Cited by 122 · see citing works
Effectiveness 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 · see citing works
Li, C., & Qu, W. (2005) · Engineering Structures · doi:10.1016/j.engstruct.2005.09.003 · Cited by 120 · see citing works
Koutsoloukas, L., Nikitas, N., & Aristidou, P. (2022) · Developments in the Built Environment · doi:10.1016/j.dibe.2022.100094 · Cited by 117 · see citing works
A review on various configurations of the passive tuned liquid damper
Konar, T., & Ghosh, A. D. (2022) · Journal of Vibration and Control · doi:10.1177/10775463221074077 · Cited by 109 · see citing works
Constrained reliability-based optimization of linear tuned mass dampers for seismic control
Marano, G. C., Greco, R., Trentadue, F., & Chiaia, B. M. (2007) · International Journal of Solids and Structures · doi:10.1016/j.ijsolstr.2007.04.012 · Cited by 107 · see citing works
Robust design optimization of TMDs in vehicle–bridge coupled vibration problems
Miguel, L. F. F., Lopez, R. H., Torii, A. J., Miguel, L. F. F., & Beck, A. T. (2016) · Engineering Structures · doi:10.1016/j.engstruct.2016.08.033 · Cited by 104 · see citing works
Vibration reduction for cable-stayed bridges traveled by high-speed trains
Yau, J. D., & Yang, Y. B. (2003) · Finite Elements in Analysis and Design · doi:10.1016/s0168-874x(03)00051-9 · Cited by 102 · see citing works
Structural control of wind turbines with soil structure interaction included
Fitzgerald, B., & Basu, B. (2016) · Engineering Structures · doi:10.1016/j.engstruct.2015.12.019 · Cited by 101 · see citing works
Seismic response reduction of irregular buildings using passive tuned mass dampers
Lin, C., Ueng, J., & Huang, T.-C. (2000) · Engineering Structures · doi:10.1016/s0141-0296(98)00054-6 · Cited by 97 · see citing works
Optimum tuning of Tuned Mass Dampers for frame structures under earthquake excitation
Salvi, J., & Rizzi, E. (2014) · Structural Control and Health Monitoring · doi:10.1002/stc.1710 · Cited by 96 · see citing works
Hybrid Time‐Frequency Blind Source Separation Towards Ambient System Identification of Structures
Hazra, B., Sadhu, A., Roffel, A. J., & Narasimhan, S. (2011) · Computer-Aided Civil and Infrastructure Engineering · doi:10.1111/j.1467-8667.2011.00732.x · Cited by 96 · see citing works
A continuous damped vibration absorber to reduce broad-band wave propagation in beams
Thompson, D. (2007) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2007.09.038 · Cited by 96 · see citing works
Lu, Z., Wang, D., & Zhou, Y. M. (2017) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.1359 · Cited by 94 · see citing works
Robustness study of the pounding tuned mass damper for vibration control of subsea jumpers
Li, H., Zhang, P., Song, G., Patil, D., & Mo, Y. L. (2015) · Smart Materials and Structures · doi:10.1088/0964-1726/24/9/095001 · Cited by 93 · see citing works
Seismic performance of a nonlinear energy sink with negative stiffness and sliding friction
Chen, Y., Qian, Z., Chen, K., Tan, P., & Tesfamariam, S. (2019) · Structural Control and Health Monitoring · doi:10.1002/stc.2437 · Cited by 92 · see citing works
Extending Den Hartog’s Vibration Absorber Technique to Multi-Degree-of-Freedom Systems
Özer, M. B., & Royston, T. J. (2004) · Journal of vibration and acoustics · doi:10.1115/1.1924642 · Cited by 91 · see citing works
Seismic vibration control of building structures with multiple tuned mass damper floors integrated
Xiang, P., & Nishitani, A. (2014) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.2379 · Cited by 90 · see citing works
Chen, D., Huang, S., Huang, C., Liu, R., & Ouyang, F. (2021) · Marine Structures · doi:10.1016/j.marstruc.2021.102938 · Cited by 89 · see citing works
Yau, J. D., & Yang, Y. B. (2004) · Engineering Structures · doi:10.1016/j.engstruct.2004.06.015 · Cited by 89 · see citing works
Optimum tuned mass damper design in frequency domain for structures
Ni̇gdeli, S. M., & Bekdaş, G. (2016) · KSCE Journal of Civil Engineering · doi:10.1007/s12205-016-0829-2 · Cited by 88 · see citing works
Assessment of long-term behavior of tuned mass dampers by system identification
Weber, B., & Feltrin, G. (2010) · Engineering Structures · doi:10.1016/j.engstruct.2010.08.011 · Cited by 87 · see citing works
A magnetic Bi-stable nonlinear energy sink for structural seismic control
Chen, Y.-Y., Qian, Z.-C., Zhao, W., & Chang, C.-M. (2020) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2020.115233 · Cited by 86 · see citing works
Coupled tuned mass dampers for control of coupled vibrations in asymmetric buildings
Desu, N. B., Deb, S. K., & Dutta, A. (2006) · Structural Control and Health Monitoring · doi:10.1002/stc.64 · Cited by 84 · see citing works
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 · see citing works
Bhowmik, B., Tripura, T., Hazra, B., & Pakrashi, V. (2019) · Applied Mechanics Reviews · doi:10.1115/1.4044287 · Cited by 83 · see citing works
Optimum parameters of tuned mass damper-inerter for damped structure under seismic excitation
Prakash, S., & Jangid, R. S. (2022) · International Journal of Dynamics and Control · doi:10.1007/s40435-022-00911-x · Cited by 82 · see citing works
Performance of Pendulum Tuned Mass Dampers in Reducing the Responses of Flexible Structures
Roffel, A. J., Narasimhan, S., & Haskett, T. C. (2012) · Journal of Structural Engineering · doi:10.1061/(asce)st.1943-541x.0000797 · Cited by 82 · see citing works
Dynamic analysis of space structures with multiple tuned mass dampers
GUO, Y., & Chen, W. (2007) · Engineering Structures · doi:10.1016/j.engstruct.2007.09.004 · Cited by 81 · see citing works
Energy regenerative tuned mass dampers in high-rise buildings
Shen, W., Zhu, S., Xu, Y. L., & Zhu, H. (2017) · Structural Control and Health Monitoring · doi:10.1002/stc.2072 · Cited by 81 · see citing works
Jiang, J., Zhang, P., Patil, D., Li, H., & Song, G. (2017) · Structural Control and Health Monitoring · doi:10.1002/stc.2027 · Cited by 80 · see citing works
Liu, S., Lu, Z., Li, P., Ding, S., & Wan, F. (2020) · Engineering Structures · doi:10.1016/j.engstruct.2020.110531 · Cited by 78 · see citing works
Vibration control performance of tuned mass dampers with resettable variable stiffness
Lin, G.-L., Lin, C.-C., Chen, B.-C., & Soong, T.-T. (2015) · Engineering Structures · doi:10.1016/j.engstruct.2014.10.041 · Cited by 77 · see citing works
Self-citationRobust design of a TMD for the vibration serviceability of a footbridge
Lievens, K., Lombaert, G., Roeck, G. D., & den Broeck, P. V. (2016) · Engineering Structures · doi:10.1016/j.engstruct.2016.05.028 · Cited by 78 · see citing works
Optimizing parameters of tuned mass damper subjected to critical earthquake
Kamgar, R., Samea, P., & Khatibinia, M. (2017) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.1460 · Cited by 77 · see citing works
Tuned mass dampers in wind response control of wind turbine with soil-structure interaction
Gaur, S., Elias, S., Höbbel, T., Matsagar, V. A., & Thiele, K. (2020) · Soil Dynamics and Earthquake Engineering · doi:10.1016/j.soildyn.2020.106071 · Cited by 73 · see citing works
Adaptive 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 · see citing works
A novel approach to the optimum design of MTMDs under seismic excitations
Miguel, L. F. F., Lopez, R. H., Miguel, L. F. F., & Torii, A. J. (2016) · Structural Control and Health Monitoring · doi:10.1002/stc.1845 · Cited by 73 · see citing works
Tuned mass damper system of high-rise intake towers optimized by improved harmony search algorithm
Zhang, H., & Zhang, L.-K. (2017) · Engineering Structures · doi:10.1016/j.engstruct.2017.02.011 · Cited by 72 · see citing works
Zhao, B., Gao, H. Q., Wang, Z., & Lu, Z. (2018) · Wind Energy · doi:10.1002/we.2256 · Cited by 72 · see citing works
Rathi, A. K., & Chakraborty, A. (2016) · Structural Control and Health Monitoring · doi:10.1002/stc.1857 · Cited by 72 · see citing works
Modeling, simulation, and validation of a pendulum-pounding tuned mass damper for vibration control
Wang, W., Hua, X., Chen, Z., Wang, X., & Song, G. (2019) · Structural Control and Health Monitoring · doi:10.1002/stc.2326 · Cited by 70 · see citing works
Krishnan, M., Bhowmik, B., Hazra, B., & Pakrashi, V. (2017) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2017.08.037 · Cited by 70 · see citing works
Marano, G. C., & Greco, R. (2010) · Journal of Vibration and Control · doi:10.1177/1077546310365988 · Cited by 69 · see citing works
Development of passive viscoelastic damper to attenuate excessive floor vibrations
Saidi, I., Gad, E., Wilson, J. L., & Haritos, N. (2011) · Engineering Structures · doi:10.1016/j.engstruct.2011.05.017 · Cited by 68 · see citing works
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 · see citing works
Optimal design of tuned mass dampers subjected to continuous stationary critical excitation
Khatibinia, M., Gholami, H., & Kamgar, R. (2017) · International Journal of Dynamics and Control · doi:10.1007/s40435-017-0386-7 · Cited by 66 · see citing works
Multi-modal vibration control of truss bridges with tuned mass dampers under general loading
Debnath, N., Deb, S., & Dutta, A. (2015) · Journal of Vibration and Control · doi:10.1177/1077546315571172 · Cited by 66 · see citing works
Evaluation of a pendulum pounding tuned mass damper for seismic control of structures
Wang, W., Yang, Z., Hua, X., Chen, Z., Wang, X., & Song, G. (2020) · Engineering Structures · doi:10.1016/j.engstruct.2020.111554 · Cited by 65 · see citing works
Leng, D., Yang, Y., Xu, K., Li, Y., Liu, G., Tian, X., & Xie, Y. (2021) · Ocean Engineering · doi:10.1016/j.oceaneng.2021.109473 · Cited by 65 · see citing works
Optimum design of Tuned Mass Dampers by displacement and energy perspectives
Greco, R., & Marano, G. C. (2013) · Soil Dynamics and Earthquake Engineering · doi:10.1016/j.soildyn.2013.02.013 · Cited by 65 · see citing works
Vyhlídal, T., Pilbauer, D., Alikoç, B., & Michiels, W. (2019) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2019.06.038 · Cited by 64 · see citing works
Wang, Z., & Giaralis, A. (2021) · Structural Control and Health Monitoring · doi:10.1002/stc.2756 · Cited by 64 · see citing works
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 · see citing works
Vibration attenuation in wind turbines: A proposed robust pendulum pounding TMD
Chapain, S., & Aly, A. M. (2021) · Engineering Structures · doi:10.1016/j.engstruct.2021.111891 · Cited by 60 · see citing works
Two-stage optimum design of tuned mass dampers with consideration of stroke
Wang, J., Lin, C., & Lian, C.-H. (2009) · Structural Control and Health Monitoring · doi:10.1002/stc.312 · Cited by 60 · see citing works
Closed-form formulas for the optimal pole-based design of tuned mass dampers
Bisegna, P., & Caruso, G. (2012) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2012.01.005 · Cited by 60 · see citing works
Xiang, P., & Nishitani, A. (2015) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.2579 · Cited by 59 · see citing works
Optimum design of a novel pounding tuned mass damper under harmonic excitation
Wang, W., Hua, X., Wang, X., Chen, Z., & Song, G. (2017) · Smart Materials and Structures · doi:10.1088/1361-665x/aa69a3 · Cited by 59 · see citing works
Wang, W., Dalton, D., Hua, X., Wang, X., Chen, Z., & Song, G. (2017) · Applied Sciences · doi:10.3390/app7100987 · Cited by 59 · see citing works
Wind-Induced Response Control of High-Rise Buildings Using Inerter-Based Vibration Absorbers
Wang, Q., Qiao, H., DOMENICO, D. D., Zhu, Z., & Xie, Z. (2019) · Applied Sciences · doi:10.3390/app9235045 · Cited by 59 · see citing works
On optimal performance of nonlinear energy sinks in multiple-degree-of-freedom systems
Tripathi, A., Grover, P., & Kalmár‐Nagy, T. (2016) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2016.10.025 · Cited by 58 · see citing works
- Authors
- Rana, R., & Soong, T. T.
- Affiliations
- University at Buffalo, State University of New York (US)
- Venue
- Engineering Structures
- Publisher
- Elsevier BV
- Published
- 1998-03
- Volume
- 20
- Issue
- 3
- Pages
- 193-204
- ISSN
- 0141-0296 (ISSN-L)
- OpenAlex
- W2073786140
- Cited by
- 651
- References
- 15
- Citations by year
- 2026: 33 · 2025: 57 · 2024: 65 · 2023: 38 · 2022: 59 · 2021: 40 · 2020: 43 · 2019: 34 · 2018: 36 · 2017: 43 · 2016: 33 · 2015: 23 · 2014: 25 · 2013: 18 · 2012: 14
- FWCI
- 16.74
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Engineering Structures (publishedVersion)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Engineering and Vibration Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
- Keywords
- tuned mass damper, detuning, single-degree-of-freedom systems, multi-degree-of-freedom systems, modal control, seismic response control, El Centro ground motion, time history analysis
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