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Journal articles on the topic 'Tuned mass control'

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Author: Grafiati

Published: 10 March 2023

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1

Ko. "Enhancing Robustness of Floor Vibration Control by Using Asymmetric Tuned Mass Damper." Journal of Korean Society of Steel Construction 26, no. 3 (2014): 177. http://dx.doi.org/10.7781/kjoss.2014.26.3.177.

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2

Setareh, Mehdi, and Robert D. Hanson. "Tuned Mass Dampers for Balcony Vibration Control." Journal of Structural Engineering 118, no. 3 (March 1992): 723–40. http://dx.doi.org/10.1061/(asce)0733-9445(1992)118:3(723).

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3

Igusa, T., and K. Xu. "Vibration Control Using Multiple Tuned Mass Dampers." Journal of Sound and Vibration 175, no. 4 (August 1994): 491–503. http://dx.doi.org/10.1006/jsvi.1994.1341.

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4

Chawhan, Rechal L., Nikhil H. Pitale, S. S. Solanke, and Mangesh Saiwala. "Use of Tuned Liquid Damper to Control Structural Vibration Structural." IOP Conference Series: Materials Science and Engineering 1197, no. 1 (November 1, 2021): 012053. http://dx.doi.org/10.1088/1757-899x/1197/1/012053.

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Abstract The aim of this paper is to study the tuned liquid damper and it’s effectivness. The tunned liquid dampers are simply tuned mass damper where the liquid (usually water) replaces the mass.Tuned liquid dampers is a water tank placed over the structure which is able to reduce the dynamic structural response subjected to stimulation through sloshing effect. The effectiveness of tuned liquid damper depends upon various parameters. Tuned liquid damper are suitable for high rise building rather than short building. The tuned liquid damper decreases effect of harmonic excitation by Dissipating the energy of excitation through sloshing phenomenon.

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5

Tophøj, Laust, Nikolaj Grathwol, and Svend Hansen. "Effective Mass of Tuned Mass Dampers." Vibration 1, no. 1 (September 15, 2018): 192–206. http://dx.doi.org/10.3390/vibration1010014.

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Tuned Mass Dampers (TMDs) are widely used for the control and mitigation of vibrations in engineering structures, including buildings, towers, bridges and wind turbines. The traditional representation of a TMD is a point mass connected to the structure by a spring and a dashpot. However, many TMDs differ from this model by having multiple mass components with motions of different magnitudes and directions. We say that such TMDs have added mass. Added mass is rarely introduced intentionally, but often arises as a by-product of the TMD suspension system or the damping mechanism. Examples include tuned pendulum dampers, tuned liquid dampers and other composite mechanical systems. In this paper, we show how a TMD with added mass can be analyzed using traditional methods for simple TMDs by introducing equivalent simple TMD parameters, including the effective TMD mass, the mass of the equivalent simple TMD. The presence of added mass always reduces the effective TMD mass. This effect is explained as a consequence of smaller internal motions of the TMD due to the increased inertia associated with the added mass. The effective TMD mass must be correctly calculated in order to predict the TMD efficiency and in order to properly tune the TMD. The developed framework is easy to apply to any given general linear TMD system with a known motion. Here, we demonstrate the approach for a number of well-known examples, including tuned liquid dampers, which are shown to use only a small fraction of the total liquid mass effectively.

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6

Lavasani, Seyed Hossein Hosseini, Hamed Alizadeh, Rouzbeh Doroudi, and Peyman Homami. "Vibration control of suspension bridge due to vertical ground motions." Advances in Structural Engineering 23, no. 12 (May 25, 2020): 2626–41. http://dx.doi.org/10.1177/1369433220919079.

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Suspension bridges due to their long span can experience large displacement response under dynamic loading like earthquakes. Unlike other structures, their vertical vibration may make remarkable difficulty that a control strategy seems to be essential. Tuned mass damper is a passive control system that can be changed to active one by adding an external source producing the active control force called active tuned mass damper. Unlike passive systems, active ones need a controller system affecting the performance of them considerably. In this study, the efficiency of tuned mass damper and active tuned mass damper are investigated in the bridges. Two controllers, fuzzy type 2 and fuzzy type 1, are used to estimate control force of active tuned mass damper. Tuned mass damper’s parameters are optimized under wide range of ground motions. Also, fuzzy type 2 and fuzzy type 1’s parameters are optimized under the influence of three different conditions containing far-field and near-field ground motions and also combination of them. In addition, Lion Pride Optimization Algorithm is selected for optimizing section. Numerical analysis indicates that active tuned mass damper is more effective than tuned mass damper, and also active tuned mass damper does not make any instability matter of concern in active control systems. Furthermore, performance of fuzzy type 2 is better than fuzzy type 1.

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7

Longarini, Nicola, Marco Zucca, and Giuseppe Silvestro. "The Constructions Vibration Control by Tuned Mass Dumper." IABSE Symposium Report 105, no. 17 (September 23, 2015): 1–8. http://dx.doi.org/10.2749/222137815818358781.

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8

Setareh, Mehdi, John K. Ritchey, Thomas M. Murray, Jeong-Hoi Koo, and Mehdi Ahmadian. "Semiactive Tuned Mass Damper for Floor Vibration Control." Journal of Structural Engineering 133, no. 2 (February 2007): 242–50. http://dx.doi.org/10.1061/(asce)0733-9445(2007)133:2(242).

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9

Lin, Chi‐Chang, Chin‐Ming Hu, Jer‐Fu Wang, and Rong‐Yu Hu. "Vibration control effectiveness of passive tuned mass dampers." Journal of the Chinese Institute of Engineers 17, no. 3 (April 1994): 367–76. http://dx.doi.org/10.1080/02533839.1994.9677600.

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10

Chung, Lap-Loi, Yong-An Lai, Chuang-Sheng Walter Yang, Kuan-Hua Lien, and Lai-Yun Wu. "Semi-active tuned mass dampers with phase control." Journal of Sound and Vibration 332, no. 15 (July 2013): 3610–25. http://dx.doi.org/10.1016/j.jsv.2013.02.008.

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11

Chang, C. C., and Henry T. Y. Yang. "Control of Buildings Using Active Tuned Mass Dampers." Journal of Engineering Mechanics 121, no. 3 (March 1995): 355–66. http://dx.doi.org/10.1061/(asce)0733-9399(1995)121:3(355).

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12

Setareh, Mehdi, John K. Ritchey, Anthony J. Baxter, and Thomas M. Murray. "Pendulum Tuned Mass Dampers for Floor Vibration Control." Journal of Performance of Constructed Facilities 20, no. 1 (February 2006): 64–73. http://dx.doi.org/10.1061/(asce)0887-3828(2006)20:1(64).

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13

Bagheri, Saman, and Vahid Rahmani-Dabbagh. "Seismic response control with inelastic tuned mass dampers." Engineering Structures 172 (October 2018): 712–22. http://dx.doi.org/10.1016/j.engstruct.2018.06.063.

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14

Asai, Takehiko, Yoshikazu Araki, and Kohju Ikago. "Structural control with tuned inertial mass electromagnetic transducers." Structural Control and Health Monitoring 25, no. 2 (July 26, 2017): e2059. http://dx.doi.org/10.1002/stc.2059.

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15

Setareh, Mehdi. "Floor vibration control using semi-active tuned mass dampers." Canadian Journal of Civil Engineering 29, no. 1 (February 1, 2002): 76–84. http://dx.doi.org/10.1139/l01-063.

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This paper discusses the application of a new class of semi-active tuned mass dampers, called ground-hook tuned mass dampers (GHTMD), for the reduction of floor vibrations due to human movements. The TMD introduced uses a continuously variable semi-active damper (ground-hook damper) to achieve reduction in the floor acceleration. Here, the GHTMD is applied to a single degree of freedom system representative of building floors. The GHTMD design parameters are defined in terms of non-dimensional values. The optimum values of these parameters are found based on the minimization of the acceleration response of the floor for different GHTMD mass ratios and floor damping ratios. The performance of the GHTMD is compared to that of the equivalent passive TMD. In addition, the effects of off-tuning due to variations in the mass ratios and frequency ratios of the TMD and GHTMD are studied. Comparison of the results demonstrates the efficiency and robustness of GHTMD with respect to equivalent TMD. Finally, a guide for the design of GHTMDs is presented.Key words: floor vibrations, semi-active tuned mass dampers, tuned vibration absorbers, vibration control, ground-hook dampers, human-induced vibrations, annoying vibrations, optimum design parameters.

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16

Charanjeet Singh Tumrate et al.,, Charanjeet Singh Tumrate et al ,. "Development in Vibration Control Technique Using Tuned Mass Dampers." International Journal of Mechanical and Production Engineering Research and Development 10, no. 3 (2020): 1913–22. http://dx.doi.org/10.24247/ijmperdjun2020177.

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17

Meinhardt, Christian, and Daniel Siepe. "Application of Tuned Mass Control Systems for Earthquake Protection." IABSE Symposium Report 97, no. 18 (January 1, 2010): 32–39. http://dx.doi.org/10.2749/222137810796025573.

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18

Lee, Yongkyo, Yoen-Jun Park, Inn-Joon Park, Hyungo Kwon, and Jinwan Park. "Vibration Control of Bridge Using Multiple Tuned Mass Dampers." Journal of Korean Society of Hazard Mitigation 14, no. 3 (June 30, 2014): 83–89. http://dx.doi.org/10.9798/kosham.2014.14.3.83.

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19

Chen, Xinzhong, and Ahsan Kareem. "Efficacy of Tuned Mass Dampers for Bridge Flutter Control." Journal of Structural Engineering 129, no. 10 (October 2003): 1291–300. http://dx.doi.org/10.1061/(asce)0733-9445(2003)129:10(1291).

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20

Li, Chunxiang, Yanxia Liu, and Zhaomin Wang. "Active Multiple Tuned Mass Dampers: A New Control Strategy." Journal of Structural Engineering 129, no. 7 (July 2003): 972–77. http://dx.doi.org/10.1061/(asce)0733-9445(2003)129:7(972).

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21

Setareh, Mehdi, and Robert D. Hanson. "Tuned Mass Dampers to Control Floor Vibration from Humans." Journal of Structural Engineering 118, no. 3 (March 1992): 741–62. http://dx.doi.org/10.1061/(asce)0733-9445(1992)118:3(741).

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22

Taskin, Yener, Ismail Yuksek, and Nurkan Yagiz. "Vibration control of vehicles with active tuned mass damper." Journal of Vibroengineering 19, no. 5 (August 15, 2017): 3533–41. http://dx.doi.org/10.21595/jve.2017.18138.

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23

Wang, Xiuli, and Di Yun. "Force Feedback Control Method of Active Tuned Mass Damper." Shock and Vibration 2017 (2017): 1–8. http://dx.doi.org/10.1155/2017/9659425.

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Active tuned mass dampers as vibration-control devices are widely used in many fields for their good stability and effectiveness. To improve the performance of such dampers, a control method based on force feedback is proposed. The method offers several advantages such as high-precision control and low-performance requirements for the actuator, as well as not needing additional compensators. The force feedback control strategy was designed based on direct-velocity feedback. The effectiveness of the method was verified in a single-degree-of-freedom system, and factors such as damping effect, required active force, actuator stroke, and power consumption of the damper were analyzed. Finally, a simulation study was performed by configuring a main complex elastic-vibration-damping system. The results show that the method provides effective control over modal resonances of multiple orders of the system and improves its dynamics performance.

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24

Abé, Masato. "Rule-Based Control Algorithm for Active Tuned Mass Dampers." Journal of Engineering Mechanics 122, no. 8 (August 1996): 705–13. http://dx.doi.org/10.1061/(asce)0733-9399(1996)122:8(705).

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25

Aldemir, U. "Optimal control of structures with semiactive-tuned mass dampers." Journal of Sound and Vibration 266, no. 4 (September 2003): 847–74. http://dx.doi.org/10.1016/s0022-460x(03)00191-3.

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26

Guenidi, Z., M. Abdeddaim, A. Ounis, M. K. Shrimali, and T. K. Datta. "Control of Adjacent Buildings Using Shared Tuned Mass Damper." Procedia Engineering 199 (2017): 1568–73. http://dx.doi.org/10.1016/j.proeng.2017.09.059.

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27

Yang, Runlin, Xiyuan Zhou, and Xihui Liu. "Seismic structural control using semi-active tuned mass dampers." Earthquake Engineering and Engineering Vibration 1, no. 1 (June 2002): 111–18. http://dx.doi.org/10.1007/s11803-002-0014-0.

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28

Cao, H., and Q. S. Li. "New control strategies for active tuned mass damper systems." Computers & Structures 82, no. 27 (October 2004): 2341–50. http://dx.doi.org/10.1016/j.compstruc.2004.05.010.

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29

Nishimura, Isao, Toshikazu Yamada, Mitsuo Sakamoto, and Takuji Kobori. "Control performance of active-passive composite tuned mass damper." Smart Materials and Structures 7, no. 5 (October 1, 1998): 637–53. http://dx.doi.org/10.1088/0964-1726/7/5/008.

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30

Singh, Mahendra P., Sarbjeet Singh, and Luis M. Moreschi. "Tuned mass dampers for response control of torsional buildings." Earthquake Engineering & Structural Dynamics 31, no. 4 (2002): 749–69. http://dx.doi.org/10.1002/eqe.119.

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31

Ho, Wilson, Wylog Wong, and Eric Chu. "Sheet Pile Tuned Mass Damper for Construction Noise Control." INTER-NOISE and NOISE-CON Congress and Conference Proceedings 265, no. 1 (February 1, 2023): 6593–600. http://dx.doi.org/10.3397/in_2022_0995.

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Sheet piles are often used for underground retaining structures. For dense geology, vibratory driven method is more cost-effective than press-in driven method, but noisier. Conventional mitigations such as noise barrier or enclosure are not applicable due to the large size of pile wall (generally >12m high and >10m width). Acoustic camera images revealed that noise radiation was dominant at 630Hz to 2000Hz and mainly came from the sheet-pile wall rather than the vibratory exciter. Vibration response measurement showed the sheet piles had two major resonance modes at 1000 and 2000Hz. An innovative noise mitigation method was developed with 14 nos. of tuned mass dampers (TMD) distributed along a 5m long aluminum tube for vibration energy dissipation at the pile wall. Specific magnetic mounts were developed for quick and easy attachment of the TMDs at the construction site. In the site test, total 6 aluminum tubes (i.e., 84 TMDs) were mounted to the 1st, 2nd and 3rd piles adjacent to the driven pile on both sides. Vibration reduction was measured ~9 to 14dB at the pile wall. Noise reduction was measured 7 to 9dB(A) at 2 noise monitoring locations (~7m and ~22m from the pile wall).

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32

Li, Lu-yu, and Tianjiao Zhang. "Analytical analysis for the design of nonlinear tuned mass damper." Journal of Vibration and Control 26, no. 9-10 (January 9, 2020): 646–58. http://dx.doi.org/10.1177/1077546319889840.

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A tuned mass damper is a passive control device that has been widely used in aerospace, mechanical, and civil engineering as well as many other fields. Tuned mass dampers have been studied and improved over the course of many years. In practical engineering applications, a tuned mass damper inevitably produces some nonlinear characteristics due to the large displacement and the use of the limiting devices, but this nonlinearity is often neglected. The simulation results in this study confirm that neglecting the nonlinearity in the design process can produce adverse effects on the control performance. This paper takes into account the nonlinearity of the tuned mass damper produced in the process of vibration and deduces an optimum formula for the frequency of a tuned mass damper by the complexification averaging method and multiscale method. Based on this formula, a modified design method for the frequency of a tuned mass damper is presented. The numerical results show that the nonlinear tuned mass damper after modification is better than a linear tuned mass damper in terms of control performance.

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33

Li, Zhen, Dejian Li, Yao Lu, and Chao Tang. "Analysis on vibration control of a large-span pedestrian suspension bridge based on a multiple tuned mass damper system." Noise & Vibration Worldwide 50, no. 2 (February 2019): 56–63. http://dx.doi.org/10.1177/0957456519834538.

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Tuned mass damper is one of the commonly used passive control devices. It is the earliest used device in civil engineering control of vibration control of high-rise buildings and towering structures. For large-span pedestrian bridges, the pedestrian load spectrum covers many modalities of pedestrian bridges. It is difficult to achieve the expected results with a single tuned mass damper device. In order to obtain efficient damping, the multiple modes of a multiple tuned mass damper which may resonate under excitation are controlled. This chapter adopts the pedestrian suspension bridge over Dongtan River as the subject to arrange a multiple tuned mass damper system in the finite element model of the pedestrian suspension bridge, analyze the effectiveness of the multiple tuned mass damper system on the control of human-induced vibration of a large-span pedestrian suspension bridge, and discuss the vibration reduction effect of the multiple tuned mass damper system on the response to human-induced vibration of the pedestrian suspension bridge. The analysis shows that a multiple tuned mass damper system has a significant effect on controlling human-induced vibration of the pedestrian suspension bridge.

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34

He, Hao Xiang, En Zhen Han, and Yong Wei Lv. "Coupled Vibration Control of Tuned Mass Damper in Both Horizontal and Torsional Direction." Applied Mechanics and Materials 578-579 (July 2014): 1000–1006. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.1000.

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Traditional tuned mass damper (TMD) can reduce the dynamic response of structure under earthquake, but the traditional tuned mass damper is not effective to reduce translation-torsion coupled vibration. A two-directional horizontal and torsional tuned mass damper, which includes tuned mass blocks, torsional blocks and rotation lever, is proposed. The horizontal and torsional response of the building structure is controlled by the movement and the rotation of the multi-dimensional tuned mass damper (MDTMD) in different directions. According to the movement mechanism of the MDTMD, the dynamic equation for the control system considering eccentric torsion effect is established. An eccentric structure with MDTMD is analyzed to verify the control effctive for the horizontal and torsional coupled system under earthquake, and the reduction effect is compared with the traditional TMD. The results show that the coupled response can be reduced effectively by MDTMD and the vibration reduction ration is much higher than traditional TMD.

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35

Lee, Eun-Taik, and Hee-Chang Eun. "Lever-Type Tuned Mass Damper for Alleviating Dynamic Responses." Advances in Civil Engineering 2019 (October 31, 2019): 1–11. http://dx.doi.org/10.1155/2019/5824972.

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This study considers the structural vibration control by a lever-type tuned mass damper (LTMD). The LTMD has a constraint condition to restrict the motion at both ends of the lever. The LTMD controls the dynamic responses at two locations combining the tuned mass damper (TMD) and the constraint condition. The parameters of the LTMD are firstly estimated from the TMD parameters and should be modified by them to obtain from numerical results. The effectiveness of the LTMD is illustrated in two numerical experiments, and the sensitivity of the parameters is numerically investigated. It is shown that the LTMD leads to the remarkable displacement reduction and exhibits more definite control than the TMD system because the LTMD controls the vibration responses at two DOFs. More displacement responses are reduced when the installation locations of the LTMD coincide with the nodes to represent the largest modes’ values at the first and second modes. The application of the LTMD at the dynamic system of a few degrees of freedom (DOFs) is more effective than the system of many DOFs.

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36

Abdel-Rohman, Mohamed, and Hasan Askar. "Control by Passive TMD of Wind-Induced Nonlinear Vibrations in Cable Stayed Bridges." Journal of Vibration and Control 2, no. 2 (April 1996): 251–67. http://dx.doi.org/10.1177/107754639600200206.

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This paper investigates the effect of using a tuned mass damper (TMD) on the wind-induced nonlinear response of cable stayed bridges. It is shown how to determine the optimal mass of the passive tuned mass damper to obtain the highest damping in the bridge.

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37

Dai, Yu Wei, Chao Liu, Wen Feng Li, and Li Tian. "Research on Tuned Mass Damper for Vibration Control of Tower under Multi-Dimensional Seismic Excitations." Applied Mechanics and Materials 353-356 (August 2013): 2181–86. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.2181.

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The tuned mass damper (TMD) for vibration control of tower subjected to multi-dimensional seismic excitations is studied in this paper. Calculation model of the tuned mass damper is introduced, and the equations of motion of a tower with tuned mass damper are derived, and the calculation parameters of the tuned mass damper are given based on the control structure. According to a practical engineering, the three-dimensional finite element model of a tower is established using SAP2000. Three typical seismic records are selected according the code of seismic design. Vibration control for tower model with tuned mass damper under multi-dimensional seismic excitations is performed by using numerical simulation. The maximum responses of displacement and axial force of the tower structure without and with TMD are obtained. The results show that the TMD could decrease the responses of the tower in three directions, and the tower with TMD can be a reference for tower practice engineering application.

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38

Cong, Cong. "Using active tuned mass dampers with constrained stroke to simultaneously control vibrations in wind turbine blades and tower." Advances in Structural Engineering 22, no. 7 (December 21, 2018): 1544–53. http://dx.doi.org/10.1177/1369433218817892.

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Simultaneous control of wind turbine blades and tower vibrations is studied in this article. Four active tuned mass dampers have been incorporated into each blade and tower to reduce vibrations. A decentralized constrained H∞ velocity output feedback which restricts the tuned mass damper stroke as a hard constraint is proposed by solving linear matrix inequality. Each active tuned mass damper is driven individually by the output of the corresponding velocity signal. Considering the structural dynamics subjected to gravity, variable rotor speed, and aerodynamic loadings, a model describing dynamics of rotating blades coupled with tower, including the dynamics of active tuned mass dampers, was developed by Euler–Lagrangian formulation. A numerical simulation is carried out to verify the effectiveness of the proposed decentralized control scheme. Investigations show promising results for the active tuned mass damper in simultaneous control blade vibrations and tower vibrations by decentralized control approach. Numerical results demonstrate that the decentralized control has the similar performance compared to centralized control and effectively reduce the displacement of vibrations.

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39

Tian, Li, Qian Wang, Qiqi Yu, and Nuwen Xu. "Wind-induced Vibration Optimal Control for Long Span Transmission Tower-line System." Open Civil Engineering Journal 7, no. 1 (October 31, 2013): 159–63. http://dx.doi.org/10.2174/1874149501307010159.

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In this paper, tuned mass dampers with optimal parameters for long span transmission tower-line system are investigated. Equations of motion for a structure-TMD system are derived, and the parameters of TMD, stiffness and damping are optimized, respectively. According to a real project, three-dimensional finite element models of both transmission tower and transmission tower-line system are created and their vibration performances are analyzed using SAP2000 software, respectively. Wind load time history is simulated based on wind theory. Using numerical simulation, vibration control with optimal tuned mass damper installed in transmission tower-line system is carried out. Time history curves and the maximum responses of system without and with tuned mass damper under wind excitation are analyzed and discussed. The results show that the optimal tuned mass damper could effectively decrease the wind-induced response of long span transmission tower-line system.

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40

Lu, Zheng, Dianchao Wang, and Peizhen Li. "Comparison Study of Vibration Control Effects between Suspended Tuned Mass Damper and Particle Damper." Shock and Vibration 2014 (2014): 1–7. http://dx.doi.org/10.1155/2014/903780.

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The vibration control performance and its influencing factors of a tuned mass damper and a particle damper are examined by a single degree of freedom structure with such devices. The vibration control effects between these two dampers are also investigated. Increasing the mass ratio of the damper can improve the damping effects; under the condition of tuning frequency, the damping effects are remarkable. However, the more the deviation from the tuned frequency, the less controlling effects can be obtained. The damping effect of a particle damper is generally better than that of a tuned mass damper. For this test model, the particle damper can improve primary structure’s equivalent damping ratio 19 times to the original one’s, while the tuned mass damper can be 13 times. The reason lies in the fact that the particle damper can dissipate input energy by tuning mass, collision, impact, and friction between particles and the container and the momentum exchange effects between the secondary damper mass and the primary structure.

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41

Kopylov, Semen, Zhaobo Chen, and Mohamed A. A. Abdelkareem. "Frequency-Based Control Strategy for Compact Electromagnetic Tuned Mass Damper." Shock and Vibration 2021 (May 3, 2021): 1–11. http://dx.doi.org/10.1155/2021/9911135.

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The control of harmonic machine-induced vibration has been a common task in the engineering scope. The passive tuned mass dampers represent the most reliable and practical approach to reduce such excessive vibration. Additionally, different control strategies can be implemented on TMDs to improve the attenuation performance further. However, most of the proposed control strategies for TMDs represent cost and complex systems with many sensors, which hinders the broad implementation. In this paper, the frequency-based semiactive control (FBC) strategy was proposed for an electromagnetic tuned mass damper (ETMD). The concept of a controllable system with switched transistor was utilized for the proposed control strategy. The proposed control policy's effectiveness was validated by experimental results, where the controlled ETMD was applied on a protected mass test bench. This paper concluded that the proposed control strategy has a significant advantage over the passive TMD. The reduction of 14% of the excessive harmonic vibration for the protected structure was observed.

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42

Xu, Zhenbang, Jianfeng Yang, Yingying Gu, Qingwen Wu, Zhitao Luo, and Hongwei Liu. "Novel Active Tuned Mass Damper Control Method for Space Telescope." Journal of Guidance, Control, and Dynamics 39, no. 3 (March 2016): 677–84. http://dx.doi.org/10.2514/1.g001509.

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43

IBA, Daisuke, Akira SONE, Arata MASUDA, and Shinsuke TSUTSUI. "Whirl Vibration Control of Spindle by Using Tuned Mass Damper." Transactions of the Japan Society of Mechanical Engineers Series C 69, no. 684 (2003): 1941–46. http://dx.doi.org/10.1299/kikaic.69.1941.

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44

Lin, P. Y., L. L. Chung, and C. H. Loh. "Semiactive Control of Building Structures with Semiactive Tuned Mass Damper." Computer-Aided Civil and Infrastructure Engineering 20, no. 1 (January 2005): 35–51. http://dx.doi.org/10.1111/j.1467-8667.2005.00375.x.

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45

Wu, Qiong, Xllu ZHAO, and MiNaGaWa. "217 Seismic effectiveness of tuned mass damper for vibration control." Proceedings of The Computational Mechanics Conference 2015.28 (2015): _217–1_—_217–3_. http://dx.doi.org/10.1299/jsmecmd.2015.28._217-1_.

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46

Daniel, Y., O. Lavan, and R. Levy. "Multiple-Tuned Mass Dampers for Multimodal Control of Pedestrian Bridges." Journal of Structural Engineering 138, no. 9 (September 2012): 1173–78. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000527.

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Nawrotzki, Peter, Traian Popp, and Daniel Siepe. "Seismic Protection of Existing Buildings with Tuned-Mass Control Systems." Structural Engineering International 23, no. 2 (May 2013): 214–18. http://dx.doi.org/10.2749/101686613x13439149156606.

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Kamura, Takehiro, Seiichi Owada, and Yoshie Shirasawa. "Response Control On Long Spanned Floor With Tuned Mass Damper." IABSE Symposium Report 90, no. 12 (January 1, 2005): 33–40. http://dx.doi.org/10.2749/222137805796270351.

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Chang, C. C., M. Gu, and K. H. Tang. "Tuned Mass Dampers for Dual-Mode Buffeting Control of Bridges." Journal of Bridge Engineering 8, no. 4 (July 2003): 237–40. http://dx.doi.org/10.1061/(asce)1084-0702(2003)8:4(237).

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Nagashima, Ichiro. "Optimal displacement feedback control law for active tuned mass damper." Earthquake Engineering & Structural Dynamics 30, no. 8 (2001): 1221–42. http://dx.doi.org/10.1002/eqe.60.

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