Relevant bibliographies by topics / Configurable active mass damper

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  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Configurable active mass damper'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Configurable active mass damper"

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Sareban, M. "Evaluation of Three Common Algorithms for Structure Active Control." Engineering, Technology & Applied Science Research 7, no. 3 (2017): 1638–46. https://doi.org/10.5281/zenodo.809249.

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Recently active structure controllers were considered to deal with the impact of earthquake forces and the result of the investigations provided multiple algorithms to calculate force control and many different ways to apply these forces on the structure. In this study, the efficiency and effectiveness of three methods (linear quadratic regulator, fuzzy logic and pole assigning) are investigated. In addition, three buildings with different height classes with an active tuned mass damper (ATMD) on the top floor are considered to compare the active control methods. Examples with known mass and s
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Nishimura, I., T. Kobori, M. Sakamoto, N. Koshika, K. Sasaki, and S. Ohrui. "Active tuned mass damper." Smart Materials and Structures 1, no. 4 (1992): 306–11. http://dx.doi.org/10.1088/0964-1726/1/4/005.

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Chesné, Simon. "Hybrid skyhook mass damper." Mechanics & Industry 22 (2021): 49. http://dx.doi.org/10.1051/meca/2021050.

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The objective of this study is to increase the efficiency of an initial passive Tuned Mass Damper (TMD) by adding an active control unit. A critical issue in many engineering domains is the design of fail-safe active systems. The proposed hybrid system aims to address this issue and realizes the said objective. It emulates the behavior of a skyhook damper parallel to a passive TMD. Skyhook dampers acts like viscous dampers connected to the ground, reducing the vibration amplitudes without any overshoot. It can be difficult to design a specific control law to obtain a desired dynamical behavior
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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 (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
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FURUISHI, Yoshiro, and Kiyoshi TAKETOH. "The active control of structural vibration by an active mass damper (Modal control of active mass damper)." Transactions of the Japan Society of Mechanical Engineers Series C 52, no. 473 (1986): 237–43. http://dx.doi.org/10.1299/kikaic.52.237.

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Gutiérrez, Fredy Giovany Osorio, Hernán González Acuña, and Omar Lengerke. "Dynamic Analysis of Active Mass Damper." Applied Mechanics and Materials 419 (October 2013): 117–21. http://dx.doi.org/10.4028/www.scientific.net/amm.419.117.

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This article presents a CAD design and analysis of the dynamics of a mass damper, used to reduce amplitude of vibrations in a high building. The mass damper dissipates the energy of earthquakes or strong winds on the top, thus avoiding structure damage, and preventing collapse.
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Owji, H. R., A. Hossain Nezhad Shirazi, and H. Hooshmand Sarvestani. "A Comparison between a New Semi-Active Tuned Mass Damper and an Active Tuned Mass Damper." Procedia Engineering 14 (2011): 2779–87. http://dx.doi.org/10.1016/j.proeng.2011.07.350.

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KOIZUMI, Takayuki, Yoshirou FURUISHI, and Nobutaka TSUJIUCHI. "Active control of structural vibration by an active mass damper. Comparison between the performance of active mass damper and passive mass damper against the earthquake motion." Transactions of the Japan Society of Mechanical Engineers Series C 55, no. 515 (1989): 1602–8. http://dx.doi.org/10.1299/kikaic.55.1602.

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Karl, Tim, and Delf Sachau. "Vibration damping by maximizing the reactive power of an inertial shaker." Journal of the Acoustical Society of America 154, no. 4_supplement (2023): A163. http://dx.doi.org/10.1121/10.0023138.

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Passive and active vibration control is required to reduce noise, prevent damage, or maintain the stability of a structure. Active measures are of particular importance due to their narrowband performance. They use inverted or phase shifted signals to shift the kinetic energy of the vibrating structure to frequency bands where it does not have a negative effect on the sound emission and auditory sensation. In this paper, an active-mass-damper is realized by an inertial shaker as actuator by controlling its current. The power that the active-mass-damper transmits to the vibrating structure is m
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Shin, Ji-Hwan, Jin-Ho Lee, Won-Hee You, and Moon K. Kwak. "Vibration suppression of railway vehicles using a magneto-rheological fluid damper and semi-active virtual tuned mass damper control." Noise Control Engineering Journal 67, no. 6 (2019): 493–507. http://dx.doi.org/10.3397/1/376745.

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A semi-active virtual tuned mass damper (SAVTMD) control algorithm is developed to suppress vibrations of a railway vehicle by using magneto-rheological (MR) damper. To this end, a virtual-tuned-mass-damper control algorithm analogous to the tuned mass damper was developed prior to the semi-active application. The proposed SAVTMD control algorithm uses the acceleration of the car body directly, so that it is more practical than the sky-hook control algorithm that uses the velocity of the car body. The application of the SAVTMD control to a real MR fluid damper is discussed, and a step-by-step
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Dissertations / Theses on the topic "Configurable active mass damper"

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Chey, Min Ho. "Passive and Semi-Active Tuned Mass Damper Building Systems." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2007. http://hdl.handle.net/10092/3431.

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This thesis explores next generation passive and semi-active tuned mass damper (PTMD and SATMD) building systems for reducing the seismic response of tall structures and mitigating damage. The proposed structural configuration separates the upper storey(s) of a structure to act as the 'tuned' mass, either passively or semi-actively. In the view point of traditional TMD system theory, this alternative approach avoids adding excessive redundant mass that is rarely used. In particular, it is proposed to replace the passive spring damper system with a semi-active resetable device based system (SAT
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Liedes, T. (Toni). "Improving the performance of the semi-active tuned mass damper." Doctoral thesis, University of Oulu, 2009. http://urn.fi/urn:isbn:9789514291258.

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Abstract The tuned mass damper (TMD) is a well-known and approved concept for resonance vibration control. However, as a fully passive device, the traditional TMD has a limited operating band and rather poor robustness against parameter variations. To overcome these weaknesses, a semi-active control can be applied to TMD. As a result, a more effective and flexible device can be attained. In theory, the application of the semi-active scheme is straightforward and the gain in performance is considerable. In practice, however, the non-idealities associated with actuators and control systems degra
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Juma, Hameed W. "Numerical and Experimental Analyses of Actively Controlled Pendulum Tuned Mass Damper." University of Dayton / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1544528950528469.

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Ritchey, John Kenneth. "Application of Magneto-Rheological Dampers in Tuned Mass Dampers for Floor Vibration Control." Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/35287.

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<p> The purpose of this research is to establish the effectiveness of tuned-mass-dampers (TMD) using semi-active magneto-rheological (MR) dampers to mitigate annoying floor vibrations. Annoying floor vibration is becoming more common in today's building structures since building materials have become stronger and lighter; the advent of computers has resulted in "paperless" offices; and the use of floors for rhythmic activities, such as aerobics and concerts, is more common. Analytical and experimental studies were conducted to provide an understanding of the effects of incorporating the semi
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Huang, Haoyu. "A temperature controlled semi-active tuned mass damper using shape memory alloy for vibration reduction applications." Thesis, University of Bath, 2017. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.720664.

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This study developed a temperature controlled semi-active tuned mass damper (TMD) using shape memory alloy (SMA) for civil structural applications. It addressed the off-tuning issues caused by the variances in structural mass and stiffness when in service, since off-tuning of the TMD increases the structural response. The effect of in-service temperature on SMA can provide adaptive dynamic properties to TMD. Therefore, the natural frequencies can be adjusted to an optimal range. In this thesis, the material characterisation of SMA is studied through acting dynamic cyclic loading. It was found
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Eltaeb, Mohamed A. "Active Control of Pendulum Tuned Mass Dampers for Tall Buildings Subject to Wind Load." University of Dayton / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=dayton150343994189116.

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Santos, Rodrigo Borges. "Controle ativo de vibrações em estruturas flexíveis utilizando desigualdades matriciais lineares (LMIs) /." Ilha Solteira : [s.n.], 2008. http://hdl.handle.net/11449/94557.

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Orientador: Vicente Lopes Júnior<br>Banca: Nobuo Oki<br>Banca: José Manoel Balthazar<br>Resumo: Este trabalho tem como propósito projetar controladores para aplicação em tempo real em uma estrutura flexível, objetivando a redução de vibração estrutural. Os controladores são projetados segundo o enfoque de otimização convexa, com formulações envolvendo desigualdades matriciais lineares (LMIs). Duas diferentes sínteses de realimentação são consideradas. A primeira é o projeto de controladores por realimentação de estados, estimados por um observador. A segunda metodologia é baseada no controle H
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Santos, Rodrigo Borges [UNESP]. "Controle ativo de vibrações em estruturas flexíveis utilizando desigualdades matriciais lineares (LMIs)." Universidade Estadual Paulista (UNESP), 2008. http://hdl.handle.net/11449/94557.

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Made available in DSpace on 2014-06-11T19:27:14Z (GMT). No. of bitstreams: 0 Previous issue date: 2008-02-21Bitstream added on 2014-06-13T20:55:56Z : No. of bitstreams: 1 santos_rb_me_ilha.pdf: 887891 bytes, checksum: 9cff877681cee249ea6c3466ef38a6ed (MD5)<br>Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)<br>Este trabalho tem como propósito projetar controladores para aplicação em tempo real em uma estrutura flexível, objetivando a redução de vibração estrutural. Os controladores são projetados segundo o enfoque de otimização convexa, com formulações envolvendo desigualdades m
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Zhou, Shaoyi. "Advances in passive and active damping techniques." Thesis, Lyon, 2019. http://www.theses.fr/2019LYSEI066.

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Les systèmes mécaniques (e.g. structures flexibles) sont généralement peu amortis, et par conséquent des vibrations de fortes amplitudes peuvent apparaitre. Il apparait nécessaire de développer des stratégies de contrôle vibratoire pour atténuer ces vibrations mécaniques. Cette thèse a pour objectif de développer plusieurs techniques d'amortissement de vibration passives ou actives. La première partie porte sur l'utilisation d'un “inerter” pour améliorer les performances de contrôle vibratoire de deux dispositifs existants, l'amortisseur à masse accordée (TMD) et deux TMDs placés en série (SDT
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Chiu, Chun-Wei, and 邱俊煒. "STRUCTURE VIBRATION SUPPRESSION BY NEURAL CONTROLLER AND ACTIVE MASS DAMPER." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/21567296598225664539.

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碩士<br>國立成功大學<br>航空太空工程學系<br>88<br>For the experimental model of fundamental frequency about 1 Hz, the vibration amplitude under resonance excitation is reduced by 80% in steady state response. The vibration amplitude under random excitation can also be suppressed effectively by 70% by the neural controller and active mass damper. In addition, the peak-to-peak displacement magnitude under 1/4 scale of Ji-Ji Earthquake (Sep. 21, 1999) is effectively reduced by 80%. The controller is also shown to be robust to system parameter variations. From the above experiments, the integration of neural
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Book chapters on the topic "Configurable active mass damper"

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Preumont, André, David Alaluf, and Renaud Bastaits. "Hybrid Mass Damper: A Tutorial Example." In Active and Passive Vibration Control of Structures. Springer Vienna, 2014. http://dx.doi.org/10.1007/978-3-7091-1821-4_3.

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Saidi, Abdelkrim, Khaled Zizouni, Leyla Fali, and Ismail Khalil Bousserhane. "PID Control for Building with an Active Mass Damper." In Proceedings of the 15th International Conference on Vibration Problems. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-5922-8_25.

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Ben Mekki, Othman, Frédéric Bourquin, and Franco Maceri. "Control of Bridge Structures with Semi-active Tuned Mass Damper." In Mechanics, Models and Methods in Civil Engineering. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-24638-8_32.

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Komatsuzaki, Toshihiko, Tetsuma Sadaoka, and Haruhiko Asanuma. "Development of an Active Mass Damper Driven by an Amplitude-Modulated Signal." In Vibration Engineering for a Sustainable Future. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-47618-2_34.

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Fontana, C., M. Caruso, R. Pinho, F. Menardo, G. Rebecchi, and A. Bussini. "Life-cycle benefits of seismic protection using a novel active mass damper." In Life-Cycle of Structures and Infrastructure Systems. CRC Press, 2023. http://dx.doi.org/10.1201/9781003323020-113.

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Panchanan, S., P. Kumar, L. Ranjith, and G. V. Shenai. "Effect of Semi-active Tuned Mass Damper on Seismic Response of Structure with Soil-Structure Interaction." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1608-5_24.

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Miah, Mohammad Shamim, and Werner Lienhart. "Performance Comparison of Different Vibration Control Strategies." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-57800-7_11.

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AbstractStructural engineers are always struggling with the unpredictable complexities of the extreme vibration due to natural or human induced loads. It is not possible to eliminate the vibration from structures entirely what so ever. Therefore, in order to keep the structures safe and healthy, the vibration needs to be mitigated and that can be done by adopting passive, active or semi-active type control systems. Those aforementioned technologies come with a price, hence, it is not so straightforward to decide which technology should be adopted. The passive vibration systems (e.g. tuned mass
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Starossek, U., and J. Scheller. "A novel active mass damper for vibration control of bridges." In Bridge Maintenance, Safety Management, Health Monitoring and Informatics - IABMAS '08. Taylor & Francis, 2008. http://dx.doi.org/10.1201/9781439828434.ch20.

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"A study of semi-active suspension with tuned mass damper." In The Dynamics of Vehicles on Roads and Tracks. CRC Press, 2016. http://dx.doi.org/10.1201/b21185-15.

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Chen, Hao, Zhi Sun, and Limin Su. "Transverse Vibration Control for Cable Stayed Bridge Under Construction Using Active Mass Damper." In Advances on Analysis and Control of Vibrations - Theory and Applications. InTech, 2012. http://dx.doi.org/10.5772/45794.

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Conference papers on the topic "Configurable active mass damper"

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Hamanaka, Kiyotaka, Wataru Ohnishi, Takafumi Koseki, et al. "Vibration Suppression Feedforward Control Using Active Mass Damper for Stacker Crane." In 2024 IEEE/ASME International Conference on Advanced Intelligent Mechatronics (AIM). IEEE, 2024. http://dx.doi.org/10.1109/aim55361.2024.10637053.

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Siringoringo, Dionysius M., Manabu Inoue, Yozo Fujino, and Yuji Koike. "Observed Performance of Osman Gazi Bridge's Active Mass Damper for Tower Vortex-Induced Vibration during in-service Condition." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1860.

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&lt;p&gt;The paper describes data analysis of Active Mass Damper (AMD) systems placed on the tower of Osman Gazi suspension Bridge to mitigate vortex-induced vibration (VIV) of the bridge tower. Utilizing data from the bridge’s structural monitoring system in its in-service (operational) state, the study evaluates the performance and effectiveness of the AMD. Results indicate that the system successfully controls vibrations under VIV conditions by providing additional damping exceeding the design requirements. The findings highlight the robustness and efficiency of the active control system, d
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Sezgen, Haşmet Çağri. "Design of an Active Tuned Mass Damper (ATMD) and Simulation for Vibration Reduction in Multi-Degree-of-Freedom Systems." In 2025 International Conference on Control, Automation, and Instrumentation (IC2AI). IEEE, 2025. https://doi.org/10.1109/ic2ai62984.2025.10932312.

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Duling, Christopher, and Jeffrey Lindner. "Evaluating Disruptive Tuned Mass Vibration Attenuators in Rotary Wing Applications." In Vertical Flight Society 74th Annual Forum & Technology Display. The Vertical Flight Society, 2018. http://dx.doi.org/10.4050/f-0074-2018-12758.

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This paper examines the performance of passive structural vibration attenuating devices in rotary wing applications and introduces a new attenuating device to rotary wing applications, the NASA-developed Disruptive Tuned Mass (DTM) device. The testbed uses an OH-58D tailboom rigidly mounted to the floor as a cantilever beam with a first lateral mode resonant frequency of approximately 6.25 Hz as a representative rotary wing structure. The study characterizes the modal response of the tailboom without an attenuating device installed, with additional mass installed, a mass-spring attenuating dev
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Mondal, Jitaditya, Baher Azzam, Mousa Abuhalaiqa, and Reza Tafreshi. "Active Tuned Mass Damper." In 2015 23th Mediterranean Conference on Control and Automation (MED). IEEE, 2015. http://dx.doi.org/10.1109/med.2015.7158917.

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Cinquemani, Simone, Francesco Braghin, and Ferruccio Resta. "Semi active tunable mass damper for helicopters." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, edited by Gyuhae Park. SPIE, 2017. http://dx.doi.org/10.1117/12.2259987.

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Chesne, S. "Active Tuned Mass Damper: Sky-hook synthesis." In 10th Convention of the European Acoustics Association Forum Acusticum 2023. European Acoustics Association, 2022. http://dx.doi.org/10.61782/fa.2023.0231.

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Hao, Sheng, Yuh Yamashita, and Koichi Kobayashi. "Active Nonlinear Tuned Mass Damper via IDA-PBC." In 2018 IEEE International Conference on Systems, Man, and Cybernetics (SMC). IEEE, 2018. http://dx.doi.org/10.1109/smc.2018.00742.

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Kuehn, Jeffrey L., Gregory D. Brock, and William N. Patten. "Revisiting Hrovat’s Semi-Active Tuned Mass Damper (SATMD)." In ASME 1997 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/detc97/vib-3786.

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Abstract This paper examines the effects of actuator dynamics on the performance of a hydraulic semi-active tuned mass damper. The original semi-active tuned mass damper design proposed by Hrovat (1983) is recounted. A consistent model for the actuator dynamics is established. A practical bistate control strategy is then developed for the system. The performance of the SATMD is obtained using numerical simulations and compared to Hrovat’s results. While the work here suggests that a carefully designed semi-active tuned mass damper system can provide structural vibration mitigation for wind loa
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NISHIMURA, ISAO, KATSUYASU SASAKI, TAKUJI KOBORI, et al. "AN INTELLIGENT TUNED MASS DAMPER (An Experimental Study of an Active-Passive Composite Tuned Mass Damper)." In 34th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-1709.

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