The DOI matches its Crossref record; 15 of the 15 references it cites were found in a registry or an index.
Parametric study and simplified design of tuned mass dampers
Overview
Integrity signals
Registry
Cites
Statistics
Verification
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?
In the citing paper
“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]
In the citing paper
“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]
Citations
Cites
Bishop, R. E. D. (1957) · Nature · doi:10.1038/179504a0 · Cited by 1,640
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
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
Optimum absorber parameters for simple systems
Warburton, G. B., & Ayorinde, E. O. (1980) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290080302 · Cited by 376
Yamaguchi, H., & Harnpornchai, N. (1993) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290220105 · Cited by 341
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
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
Tsai, H., & Lin, G. (1993) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290221104 · Cited by 279
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
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
Research works printed but not linked: 2
- Bishop, 1952, The problem of the dynamic vibration absorber, Engineering, 174
- Bishop, 1952, The problem of the dynamic vibration absorber, Engineering, 769
Cited by
Sorted by citations
Items 401–500 of 652
Seismic Response Reduction of Megaframe with Vibration Control Substructure
Huang, J., Chong, X., Jiang, Q., Ye, X., & Wang, H. (2018) · Shock and Vibration · doi:10.1155/2018/9427908 · Cited by 7
Cao, Z., Hua, X., Wen, Q., Chen, Z., & Niu, H. (2019) · Advances in Structural Engineering · doi:10.1177/1369433219829807 · Cited by 7
Optimum design of tuned mass dampers for different earthquake ground motion parameters and models
Greco, R., & Morga, M. (2019) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.1672 · Cited by 7
Numerical and Experimental Studies of Pendulum Dynamic Vibration Absorber for Structural Vibration
Ha, S. I., & Yoon, G. H. (2020) · Journal of vibration and acoustics · doi:10.1115/1.4046951 · Cited by 7
Marian, L. (2015) · City Research Online (City University London) · Cited by 7
Kang, X., Wu, J., Wang, X., & Lei, S. (2023) · Computer Modeling in Engineering & Sciences · doi:10.32604/cmes.2023.029044 · Cited by 6
Młynarczyk, P., Cyklis, P., & Ryncarz, T. (2021) · International Journal of Refrigeration · doi:10.1016/j.ijrefrig.2021.09.008 · Cited by 6
Wang, W., Lu, C., Chen, B., Hu, R., Wen, Q., & Hua, X. (2025) · Journal of Structural Engineering · doi:10.1061/jsendh.steng-14232 · Cited by 6
Seismic Performance Analysis of Tuned Mass Rocking Wall (TMRW)-Frame Building Structures
Wang, A., Chen, S., Lin, W. M., & Ai, Q. (2021) · Buildings · doi:10.3390/buildings11070293 · Cited by 6
Egidio, A. D., Pagliaro, S., & Contento, A. (2022) · Engineering Structures · doi:10.1016/j.engstruct.2022.114025 · Cited by 6
Optimization of tuned mass dampers – minimization of potential energy of elastic deformation
Štěpánek, J., & Máca, J. (2024) · Advances in Engineering Software · doi:10.1016/j.advengsoft.2024.103756 · Cited by 6
Optimal vibration control of beam-type structures using multiple-tuned-mass-dampers
Yang, F., Esmailzadeh, E., & Sedaghati, R. (2009) · Proceedings of the Institution of Mechanical Engineers Part K Journal of Multi-body Dynamics · doi:10.1243/14644193jmbd220 · Cited by 6
DYNAMIC BEHAVIOR OF STEEL FRAMES WITH TUNED MASS DAMPERS
Hosseini, M., Jouneghani, K. T., Rohanimanesh, M. S., & Dehkordi, M. R. (2017) · Advances in Science and Technology – Research Journal · doi:10.12913/22998624/70763 · Cited by 6
Seismic Vibration Mitigation of a Cable-Stayed Bridge with Asymmetric Pounding Tuned Mass Damper
Zhang, P., Tan, J. Q., Liu, H., Yang, G., & Cui, C. (2021) · Mathematical Problems in Engineering · doi:10.1155/2021/6647303 · Cited by 6
Kwag, S., Kwak, J., Lee, H., Oh, J., & Koo, G.-H. (2019) · Journal of the Computational Structural Engineering Institute of Korea · doi:10.7734/coseik.2019.32.1.17 · Cited by 6
Optimum design of tuned mass damper systems for seismic structures
Abdulsalam, I., Al‐Janabi, M. A. Q., & Al-Taweel, M. G. (2009) · WIT transactions on the built environment · doi:10.2495/eres090161 · Cited by 6
Vortex-induced vibration control of bridges using a nonlinear energy sink: A CFD-based study
Li, B., & Zhang, M. (2026) · Journal of Wind Engineering and Industrial Aerodynamics · doi:10.1016/j.jweia.2026.106438 · Cited by 5
Matinrad, P., Banazadeh, M., & Taslimi, A. (2023) · Asian Journal of Civil Engineering · doi:10.1007/s42107-023-00752-9 · Cited by 5
Cho, B., Yu, E., & Kim, H. (2016) · Journal of Vibroengineering · doi:10.21595/jve.2015.16755 · Cited by 5
Mass ratio factor in control performance of optimum tuned liquid dampers
Ocak, A., Bekdaş, G., & Ni̇gdeli, S. M. (2023) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.2063 · Cited by 5
Machine learning-based model for prediction of optimum TMD parameters in time-domain history
Yücel, M., Bekdaş, G., & Ni̇gdeli, S. M. (2024) · Journal of the Brazilian Society of Mechanical Sciences and Engineering · doi:10.1007/s40430-024-04747-8 · Cited by 5
Kim, S., Lee, D., & Lee, S. (2024) · Biomimetics · doi:10.3390/biomimetics9080450 · Cited by 5
Optimum Parameters for Tuned Mass Damper Using Shuffled Complex Evolution (SCE) Algorithm
Razavi, H. M., & Shariatmadar, H. (2015) · DOAJ (DOAJ: Directory of Open Access Journals) · doi:10.7508/ceij.2015.01.007 · Cited by 5
Tarbali, K., & Nateghi‐A, F. (2014) · International Journal of Steel Structures · doi:10.1007/s13296-014-2004-2 · Cited by 5
Roy, B. K., & Chakraborty, S. (2012) · Springer eBooks · doi:10.1007/978-81-322-0757-3_66 · Cited by 5
Vibration Control of a High-Speed Railway Bridge Using Multiple Tuned Mass Dampers
Beygi, H., & Karoumi, R. (2016) · Report · doi:10.2749/stockholm.2016.2518 · Cited by 5
Zhou, Z., Najm, H., & Vasconez, R. (2016) · Journal of Engineering and Architecture · doi:10.15640/jea.v4n2a2 · Cited by 5
Experimental and numerical study on vibration control effects of a compound mass damper
Lu, Z., Liao, Y., & Zhou, Y. M. (2018) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.1511 · Cited by 5
Yuan, M., & Liu, K. (2018) · Vibration · doi:10.3390/vibration1010009 · Cited by 5
Davis, R. B., & Schultz, R. A. (2018) · Journal of vibration and acoustics · doi:10.1115/1.4042103 · Cited by 5
Dynamic Performance of Time-Domain Piecewise Linear Stiffness System
Liang, Q., & Li, L. (2021) · Journal of Engineering Mechanics · doi:10.1061/(asce)em.1943-7889.0001936 · Cited by 5
Stochastic design of multiple tuned mass damper system under seismic excitation
Bhowmik, K., & Debnath, N. (2021) · Archive of Applied Mechanics · doi:10.1007/s00419-021-02065-2 · Cited by 5
Ümütlü, R. C., Bıdıklı, B., & Öztürk, H. (2021) · Structural Control and Health Monitoring · doi:10.1002/stc.2893 · Cited by 5
Tunable Vibration Absorber Design for a High-Precision Cartesian Robot
D’Imperio, S., Berruti, T. M., Gastaldi, C., & Soccio, P. (2022) · Robotics · doi:10.3390/robotics11050103 · Cited by 5
Active vibration absorber design for mechanical systems with frequency-varying excitations
Kai, C.-Y., & Huang, A. (2013) · Journal of Vibration and Control · doi:10.1177/1077546313478293 · Cited by 5
Most, T., Zabel, V., Das, R. R., & Khadka, A. (2025) · Applied Sciences · doi:10.3390/app15179329 · Cited by 4
Yang, Y., Xu, J., Leng, Y., Zhu, B., Wen, X., Qian, N., Chen, X., Su, X., He, R., & Lai, Z. (2026) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2026.114402 · Cited by 4
Equivalent Linearization and Parameter Optimization of the Negative Stiffness Bistable Damper
Li-ming, F., Huang, C. K., & Huo, L. (2024) · Buildings · doi:10.3390/buildings14030744 · Cited by 4
Tuning of a Viscous Inerter Damper: How to Achieve Resonant Damping Without a Damper Resonance
Høgsberg, J. (2025) · Applied Sciences · doi:10.3390/app15020676 · Cited by 4
Localized Energy Absorbers in Hertzian Chains
Vasconcellos, C., Zuñiga, R., Job, S., & Melo, F. (2022) · Physical Review Applied · doi:10.1103/physrevapplied.18.014078 · Cited by 4
Seismic Performance Analysis of the Two-Dimensional Isolation Device for Double-Layer Grid Structure
Zhang, T., Xu, Z., Huang, X., Dong, Y., & Shi, Q. (2023) · International Journal of Structural Stability and Dynamics · doi:10.1142/s0219455424500512 · Cited by 4
Study on Local Vibration Control of the 100 m X-BOW Polar Exploration Cruise Ship
Jiang, G., Chen, J., Guo, H., Wu, G., & Liu, Z. (2024) · Applied Sciences · doi:10.3390/app14114732 · Cited by 4
Collocated and non-collocated active spatial absorbers for spatial flexible structures
Beneš, P., Gregor, J., Michiels, W., Vyhlídal, T., & Šika, Z. (2024) · Mechanics Based Design of Structures and Machines · doi:10.1080/15397734.2024.2361140 · Cited by 4
Deng, L., Ge, X., Wang, J., & He, H. T. (2024) · Structural Control and Health Monitoring · doi:10.1155/stc/1806600 · Cited by 4
Experimental Research on Damping Effect of Double‐Layer Tuned Mass Damper for High‐Rise Structure
Shen, B., Wang, J., Xu, W., Chen, Y., Weiming, Y., Huang, J., & Tang, Z. (2021) · Shock and Vibration · doi:10.1155/2021/7523127 · Cited by 4
A mathematically consistent stochastic simulation of a 3D pendulum tuned mass damper and tuning
Mucchielli, P., Gogoi, A., Hazra, B., & Pakrashi, V. (2022) · Nonlinear Dynamics · doi:10.1007/s11071-022-07556-7 · Cited by 4
Elasto-Plastic Short Exoskeleton to Improve the Dynamic and Seismic Performance of Frame Structures
Egidio, A. D., Pagliaro, S., & Contento, A. (2022) · Applied Sciences · doi:10.3390/app122010398 · Cited by 4
Closed-Form Derivation of Optimum Tuned Mass Damper Parameter Based on Modal Multiplicity Criteria
Patel, V. B., & Jangid, R. S. (2022) · ASPS Conference Proceedings · doi:10.38208/acp.v1.618 · Cited by 4
Liu, Z. Y., Wei, C., & Li, P. (2012) · Applied Mechanics and Materials · doi:10.4028/www.scientific.net/amm.174-177.2119 · Cited by 4
Pourzeynali, S., & Salimi, S. (2013) · IGI Global eBooks · doi:10.4018/978-1-4666-2029-2.ch008 · Cited by 4
Charalampakis, A. E., & Tsiatas, G. C. (2018) · Frontiers in Built Environment · doi:10.3389/fbuil.2018.00023 · Cited by 4
Zhang, C., & Ou, J. (2010) · Sciyo eBooks · doi:10.5772/10142 · Cited by 4
Generalized Den Hartog tuned mass damper system for control of vibrations in structures
Abubakar, I. M., & Farid, B. J. M. (2012) · WIT transactions on state-of-the-art in science and engineering · doi:10.2495/978-1-84564-672-1/17 · Cited by 4
Tuning and Position Optimization of Mass Dampers for Seismic Structures
Ni̇gdeli, S. M., & Bekdaş, G. (2017) · Advances in intelligent systems and computing · doi:10.1007/978-981-10-3728-3_23 · Cited by 4
Baldonedo, J., López-Campos, J. A., López, M., Casarejos, E., & Fernández, J. R. (2019) · Symmetry · doi:10.3390/sym11091089 · Cited by 4
Performance of tuned tandem mass dampers based on shape memory alloy
Chang, K., & Li, C. (2019) · IOP Conference Series Earth and Environmental Science · doi:10.1088/1755-1315/304/5/052014 · Cited by 4
Ogail, E., Wu, H., & Lu, Z. (2024) · Engineering Structures · doi:10.1016/j.engstruct.2024.119325 · Cited by 3
On vibration suppression for the rotor arms of Mars quadcopter based on collision damping
Tang, B., Quan, Q., Hou, S., Wang, Y., Tang, D., & Deng, Z. (2025) · Aerospace Science and Technology · doi:10.1016/j.ast.2025.110568 · Cited by 3
Raad, H. H., & Bagheri, S. (2025) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2025.113272 · Cited by 3
Michaloliakos, A., Arora, A., Bergman, L. A., & Vakakis, A. F. (2025) · International Journal of Non-Linear Mechanics · doi:10.1016/j.ijnonlinmec.2025.105306 · Cited by 3
Pourjafar, R., & Razzaghi, J. (2026) · Asian Journal of Civil Engineering · doi:10.1007/s42107-026-01728-1 · Cited by 3
Thy, S., & Shimizu-Iwayama, T. (2022) · Physics Education · doi:10.1088/1361-6552/ac93df · Cited by 3
Shahraki, M. A. (2025) · Discover Civil Engineering · doi:10.1007/s44290-025-00328-3 · Cited by 3
Fluidic Flexible Matrix Composite Vibration Absorber for a Cantilever Beam
Zhu, B., Rahn, C. D., & Bakis, C. E. (2014) · Journal of vibration and acoustics · doi:10.1115/1.4029002 · Cited by 3
Reduction of Vibrations in Long‐Span Continuous Girder Bridges with Pounding Tuned Mass Dampers
Yao, J., Zhou, H., Zhu, J., Huang, L., Xu, J., & Li, W. (2022) · Advances in Civil Engineering · doi:10.1155/2022/7796204 · Cited by 3
Mayou, A., & Denoël, V. (2024) · Journal of Sound and Vibration · doi:10.1016/j.jsv.2024.118474 · Cited by 3
Parameter optimization of multi-TMDS for windexcited vibration suppression of tall buildings
Zheng, G., Ni, Y. Q., Li, H., & Duan, Y. (2002) · Elsevier eBooks · doi:10.1016/b978-008044100-9/50129-7 · Cited by 3
Application Of Pso Technique For Seismic Control Of Tall Building
Shayeghi, A., Shayeghi, H., & Kalasar, H. E. (2009) · doi:10.5281/zenodo.1057708 · Cited by 3
Analysis and optimisation of tuned mass dampers for impulsive excitation
Salvi, J., Rizzi, E., Rustighi, E., & Ferguson, N. S. (2013) · ePrints Soton (University of Southampton) · Cited by 3
FUNDAMENTAL STUDY ON CONTROL EFFECT OF TMD FLOOR SYSTEM UNDER SEISMIC EXCITATION
Xiang, P., & Nishitani, A. (2013) · Journal of Structural and Construction Engineering (Transactions of AIJ) · doi:10.3130/aijs.78.2093 · Cited by 3
Petrini, F., Wang, Z., & Giaralis, A. (2019) · Lecture notes in civil engineering · doi:10.1007/978-3-030-12815-9_42 · Cited by 3
VIBRATION ABSORPTION PERFORMANCE OF METAMATERIAL LATTICES CONSISTING OF IMPACT DAMPERS
Chondrogiannis, K. A., Dertimanis, V. K., Masri, S. F., & Chatzi, E. (2020) · EURODYN ... · doi:10.47964/1120.9338.19599 · Cited by 3
The theory of a continuous damped vibration absorber to reduce broad-band wave propagation in beams
Thompson, D. (2007) · ePrints Soton (University of Southampton) · Cited by 3
Go, C., Kwag, S., Kwak, J., Oh, J., Lee, S.-W., & Ju, B. (2024) · Case Studies in Construction Materials · doi:10.1016/j.cscm.2024.e03563 · Cited by 2
Amara, I. I., Mahmoud, H. N., Elanwar, H. H., & Mourad, S. A. (2025) · Journal of Structural Engineering · doi:10.1061/jsendh.steng-14162 · Cited by 2
Farsijani, D., Gholam, S., Karampour, H., & Talebian, N. (2025) · Journal of Building Engineering · doi:10.1016/j.jobe.2025.112380 · Cited by 2
Optimal design of a novel tuned mass rate-independent damper for structural vibration suppression
Jiang, J. Z., Weng, S., Luo, H., & Zhu, H. (2025) · Meccanica · doi:10.1007/s11012-025-01980-w · Cited by 2
An adaptive feedback-based TMD system for passive control of rail bridge vibration
Jain, S., L, M. M., Ghosh, A. D., Chakraborty, S., & Das, B. (2025) · Structures · doi:10.1016/j.istruc.2025.109471 · Cited by 2
Çetin, H., Kebeli, Y. E., Aydın, E., Öztürk, B., & Ugu, B. A. (2025) · Lecture notes in civil engineering · doi:10.1007/978-3-031-97129-7_29 · Cited by 2
Performance Enhancement of Seismically Protected Buildings Using Viscoelastic Tuned Inerter Damper
Gai, P.-P., Dai, J., Yang, Y., Bi, Q., Guan, Q.-S., & Zhang, G.-Y. (2025) · Actuators · doi:10.3390/act14080360 · Cited by 2
Zhang, S., Wu, B., Tang, Y. H., Zhang, H., Xu, Z. G., Li, G., & Lü, S. (2025) · Materials · doi:10.3390/ma18163903 · Cited by 2
Peng, Y., Song, L., & Liu, J. (2025) · Journal of Building Engineering · doi:10.1016/j.jobe.2025.114009 · Cited by 2
He, Z., Liu, Y., Bai, Y., Wang, S., Zhang, X., & Zhang, H. (2025) · Journal of Mechanical Science and Technology · doi:10.1007/s12206-025-0906-x · Cited by 2
A systematic review on seismic resilience in high-rise structures to enhance outrigger systems
Shehzad, A., Xiu-Xin, W., Akbar, M., Siddiqui, N. A., Yosri, A. M., Alzara, M., Kashif, M., & Zaghloul, Y. (2025) · Structures · doi:10.1016/j.istruc.2025.110753 · Cited by 2
An Innovative Damper for Subsea Pipeline and Jumper Vibration Controls
Patil, D., Kalia, A., Zhu, J., Ho, S.-C., Zhang, P., Lara, M., & Song, G. (2017) · Offshore Technology Conference · doi:10.4043/27751-ms · Cited by 2
A glance at the effectiveness of large mass ratio TMDs in a coupled soil-structure system
Clarizia, G., Gorini, D. N., Marrazzo, P. R., Nastri, E., & Montuori, R. (2023) · AIP conference proceedings · doi:10.1063/5.0164350 · Cited by 2
Analytical exploration of generic undamped mass–spring chains: A comprehensive study
Hu, A. K., & Paoletti, P. (2024) · Mechanical Systems and Signal Processing · doi:10.1016/j.ymssp.2024.111277 · Cited by 2
Sliding mass floor system for seismic response control
Shrikhande, M. (2024) · Soil Dynamics and Earthquake Engineering · doi:10.1016/j.soildyn.2024.108682 · Cited by 2
Bhanav, S. S., Venkatramani, J., Malaji, P. V., & Grzegorz Litak, A. (2025) · Journal of Vibration Engineering & Technologies · doi:10.1007/s42417-025-01783-z · Cited by 2
Zhou, W., Li, X., Huang, C. C., & Wang, F. (2025) · Journal of Earthquake Engineering · doi:10.1080/13632469.2025.2487872 · Cited by 2
A control perspective on parametric uncertainty of building structures: A literature study
Koutsoloukas, L., Mavros, M., & Nikitas, N. (2025) · Journal of Building Engineering · doi:10.1016/j.jobe.2025.113416 · Cited by 2
Li, Y., Peng, J., Yang, X., & Wang, L. (2025) · Communications in Nonlinear Science and Numerical Simulation · doi:10.1016/j.cnsns.2025.109171 · Cited by 2
Farahmandpey, S., & Amiri, S. M. (2025) · Soil Dynamics and Earthquake Engineering · doi:10.1016/j.soildyn.2025.109816 · Cited by 2
Bhowmik, K., & Debnath, N. (2020) · Lecture notes in civil engineering · doi:10.1007/978-981-15-5235-9_28 · Cited by 2
Vibration Control of Superelastic SMA Spring Braces to a Frame Structure under Earthquake Exciting
Huang, B., Lv, H., Lao, Y., & Ding, J. (2021) · ASCE International Conference on Engineering, Science, Construction, and Operations in Challenging Environments (Earth and Space) · doi:10.1061/9780784483381.026 · Cited by 2
Unimodal optimal passive electromechanical damping of elastic structures
Mekki, O. B., Bourquin, F., Maceri, F., & Merliot, É. (2013) · Smart Materials and Structures · doi:10.1088/0964-1726/22/8/085029 · Cited by 2
An adaptive mass damper for self‐excited oscillations
Gattulli, V., & Romeo, F. (1999) · Journal of Structural Control · doi:10.1002/stc.4300060201 · Cited by 2
PSO based TMD & ATMD control for high-rise structure excited by simulated fluctuating wind field
Huang, W., Zhu, D. Y., Xu, J., Wang, X. J., Lu, J. W., & Lü, K. (2015) · Hrčak Portal of scientific journals of Croatia (University Computing Centre) · Cited by 2
Optimum design of tuned mass damper systems for seismic structures
Abdulsalam, I., Al-Janabi, M., & Al-Taweel, M. G. (2012) · WIT transactions on state-of-the-art in science and engineering · doi:10.2495/978-1-84564-672-1/16 · Cited by 2
Shooshtari, A., & افضلی, ح. (2008) · Cited by 2
Metadata
- 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