Gotowe bibliografie tematyczne / Active mass damper

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Gotowa bibliografia na temat „Active mass damper”

Autor: Grafiati

Data publikacji: 3 czerwca 2025

Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Active mass damper"

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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Kim, Young Moon, Ki Pyo You, Jang Youl You, Sun Young Paek, and Byung Hee Nam. "LQG Control of Along-Wind Responses of Tall Building Using Composite Tuned Mass Dampers." Key Engineering Materials 723 (December 2016): 753–59. http://dx.doi.org/10.4028/www.scientific.net/kem.723.753.

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A composite tuned mass damper(CTMD) is a vibration control device consisting of an active-passive tuned mass dampers supported on the primary vibrating structure. The performance of CTMD in mitigating wind-induced vibration of tall building is investigated. Optimum parameters of a passive tuned mass damper(PTMD)for minimizing the variance response of the damped primary structure under random loads, with different mass ratio of an active tuned mass damper(ATMD) to a PTMD have been used for the optimum parameters of CTMD. The active control force generated by ATMD actuator was estimated by using

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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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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 (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 dyna

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Setareh, Mehdi. "Floor vibration control using semi-active tuned mass dampers." Canadian Journal of Civil Engineering 29, no. 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 acceleratio

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Chen, Jian Guo, Jun Sheng Cheng, and Yong Hong Nie. "Research on the Decoupling Control Algorithm of Full Vehicle Semi-Active Suspension." Advanced Materials Research 479-481 (February 2012): 1355–60. http://dx.doi.org/10.4028/www.scientific.net/amr.479-481.1355.

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Vehicle suspension is a MIMO coupling nonlinear system; its vibration couples that of the tires. When magneto-rheological dampers are adopted to attenuate vibration of the sprung mass, the damping forces of the dampers need to be distributed. For the suspension without decoupling, the vibration attenuation is difficult to be controlled precisely. In order to attenuate the vibration of the vehicle effectively, a nonlinear full vehicle semi-active suspension model is proposed. Considering the realization of the control of magneto-rheological dampers, a hysteretic polynomial damper model is adopt

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A. Salh, Hayaty, and Amer M. Ibrahim. "Enhancing Building Stability and Seismic Resilience with Water-Added Tuned Mass Dampers." Bilad Alrafidain Journal for Engineering Science and Technology 3, no. 2 (2024): 154–61. http://dx.doi.org/10.56990/bajest/2024.030211.

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These days, the construction industry is increasingly producing buildings with extremely low damping values. Under structural vibrations caused by storms and earthquakes, structures can collapse easily. There are now several methods for reducing structural vibrations, and one of the methods currently employed is the Tuned Mass Damper (TMD). Research is being conducted to determine its performance and importance. The entire damper was tuned for various constructions. An eight-story model specifically designed for the structure was used in this study to observe the structure's response with and

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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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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, re

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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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Rozprawy doktorskie na temat "Active mass damper"

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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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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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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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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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 Banca: Nobuo Oki Banca: José Manoel Balthazar 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) Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP) 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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Alhujaili, Fahad Abdulrahman. "Semi-Active Control of Air-Suspended Tuned Mass Dampers." University of Dayton / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1354480214.

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Książki na temat "Active mass damper"

Gebrail Bekdaş and Sinan Melih Nigdeli. Optimization of Tuned Mass Dampers: Using Active and Passive Control. Springer International Publishing AG, 2022.

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Optimization of Tuned Mass Dampers: Using Active and Passive Control. Springer International Publishing AG, 2023.

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Części książek na temat "Active mass damper"

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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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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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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Ulusoy, Serdar, Sinan Melih Nigdeli, and Gebrail Bekdaş. "Introduction and Review on Active Structural Control." In Optimization of Tuned Mass Dampers. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-98343-7_3.

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Kayabekir, Aylin Ece, Gebrail Bekdaş, and Sinan Melih Nigdeli. "Optimum Tuning of Active Mass Dampers via Metaheuristics." In Optimization of Tuned Mass Dampers. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-98343-7_9.

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Mehrkian, Behnam, and Okyay Altay. "Semi-active Tuned Liquid Column Dampers with Variable Natural Frequency." In Optimization of Tuned Mass Dampers. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-98343-7_8.

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Streszczenia konferencji na temat "Active mass damper"

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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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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Yang, Fan, Ramin Sedaghati, and Ebrahim Esmailzadeh. "Seismic Response Controlled Structure With Semi-Active Mass-Damper." In ASME 2008 International Mechanical Engineering Congress and Exposition. ASMEDC, 2008. http://dx.doi.org/10.1115/imece2008-69001.

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The structural vibration suppression using active and semi-active mass damper is investigated. The controller for full-active controlled mass dampers is designed using the H2/LQG method. Magneto-Rheological (MR) damper is used to design the semi-active controlled mass damper. The inverse MR-damper model is developed on the base of an improved LuGre friction model. It combined with the proposed H2/LQG controller to control the input current of the MR-damper to suppress the structural vibration efficiently. The illustrated examples are presented to compare the vibration suppression effectiveness

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Stephens, L. S., K. E. Rouch, and S. G. Tewani. "Theory for an Active Dynamic Vibration Absorber." In ASME 1991 Design Technical Conferences. American Society of Mechanical Engineers, 1991. http://dx.doi.org/10.1115/detc1991-0188.

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Abstract Research in dynamic vibration absorbers has yielded several fundamental designs. Among these are the tuned dynamic absorber, the Lanchester damper, and the impact damper. These designs utilize certain combinations of passive mechanical elements (springs and dampers) to reduce the vibrational amplitude of a system. However, with recent advances in motion sensing and actuating, the design of vibration absorbers that utilize actively actuated elements has become more attractive. This paper develops the theory for using a damped dynamic vibration absorber with an active control element to

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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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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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Raporty organizacyjne na temat "Active mass damper"

Naffi, Nadia, Ann-Louise Davidson, and Didier Paquelin. Perturbation dans et par les bureaux de soutien à l’enseignement pendant la pandémie COVID-19: Innover pour l'avenir de l'enseignement supérieur. Observatoire international sur les impacts sociétaux de l’intelligence artificielle et du numérique, 2020. http://dx.doi.org/10.61737/dmbr6218.

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Aujourd'hui, la communauté éducative dans son ensemble est confrontée à un défi universel : se préparer à l'ère de la post-pandémie-COVID-19. Ce défi signifie qu’il faut assurer un enseignement équitable et de qualité ainsi qu'une évaluation efficace et efficiente de l'apprentissage selon des modalités hybrides, flexibles ou entièrement à distance. En outre, les bureaux de soutien à l’enseignement (BSE) jouent un rôle essentiel pour relever et surmonter ce défi. Ce livre blanc met en lumière la manière dont les BSE, les centres d'enseignement et d'apprentissage et les entités équivalentes ont

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