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Relevant bibliographies by topics / Multiple tuned mass dampers

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Academic literature on the topic 'Multiple tuned mass dampers'

Author: Grafiati

Published: 3 June 2025

Last updated: 19 July 2025

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Journal articles on the topic "Multiple tuned mass dampers"

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Parveen P, Sadha, and Anila S. "Seismic Analysis of RCC Buildings Using Water Tanks as Tuned Liquid Mass Dampers." Journal of Recent Activities in Architectural Sciences 8, no. 1 (2023): 20–28. http://dx.doi.org/10.46610/joraas.2023.v08i01.003.

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A Tuned Mass Damper (TMD) is a device that is mounted to a structure to reduce the dynamic response of the structure. It is made up of a mass, a spring, and a damper. The damper's frequency is tuned to a specific structural frequency, and when that frequency is excited, it will resonate in an opposite direction to the structural motion. Tuned Liquid Mass Dampers are more recommended when compared to Tuned Mass Damper due to their respective advantages. The overhead water tanks can act as Tuned Liquid Mass Dampers. In this study, the overhead water tanks in RCC buildings are used to represent l

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Rahman, Mohammad Sabbir, Md Kamrul Hassan, Seongkyu Chang, and Dookie Kim. "Adaptive multiple tuned mass dampers based on modal parameters for earthquake response reduction in multi-story buildings." Advances in Structural Engineering 20, no. 9 (2016): 1375–89. http://dx.doi.org/10.1177/1369433216678863.

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The primary objective of this research is to find the effectiveness of an adaptive multiple tuned mass damper distributed along with the story height to control the seismic response of the structure. The seismic performance of a 10-story building was investigated, which proved the efficiency of the adaptive multiple tuned mass damper. Structures with single tuned mass damper and multiple tuned mass dampers were also modeled considering the location of the dampers at the top of the structure, whereas adaptive multiple tuned mass damper of the structure was modeled based on the story height. Sel

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LI, CHUNXIANG. "PERFORMANCE OF DUAL-LAYER MULTIPLE TUNED MASS DAMPERS FOR STRUCTURES UNDER GROUND EXCITATIONS." International Journal of Structural Stability and Dynamics 06, no. 04 (2006): 541–57. http://dx.doi.org/10.1142/s0219455406002106.

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The dual-layer multiple tuned mass dampers (DL-MTMD) with a uniform distribution of natural frequencies are proposed, which consist of one large tuned mass damper (L-TMD) and an arbitrary number of small tuned mass dampers (S-TMD). The structure is represented by a generalized system corresponding to the specific vibration mode to be controlled. The criterion for assessing the optimum parameters and effectiveness of the DL-MTMD is based on the minimization of the minimum values of the maximum dynamic magnification factors (DMF) of the structure installed with the DL-MTMD. Also considered is th

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Khazaei, Mohsen, Reza Vahdani, and Ali Kheyroddin. "Optimal Location of Multiple Tuned Mass Dampers in Regular and Irregular Tall Steel Buildings Plan." Shock and Vibration 2020 (September 16, 2020): 1–20. http://dx.doi.org/10.1155/2020/9072637.

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Tuned mass dampers are one of the most common devices for the passive control of structures subjected to earthquakes. The structure of these dampers consists of three main parameters: mass, damping, and stiffness. Tuned mass dampers reduce the amplitude of the responses affecting on a mode. In most cases, only a single TMD (tuned mass damper) or a few dampers at several points above the building height are installed on the roof of the building, requiring considerable mass and space in some parts of the structure as overhead. It is also more important to predict the elements that will meet the

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Rytömaa, Samuli, Sampo Laine, and Raine Viitala. "Design of a non-linear wire-rope tuned mass damper – linearized model-based approach." Rakenteiden Mekaniikka 58, no. 2 (2025): 33–45. https://doi.org/10.23998/rm.152288.

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Wire rope springs are used in tuned mass damper applications due to their inherent energy dissipation properties, low cost, thermal stability and mechanical robustness. The dynamics of the wire rope springs are characterized by the relative sliding of the strands inside the wire ropes. Damping of the wire rope consists of the friction loss between the wire strands and structural damping under mechanical deformations. Moreover, the relative sliding alters the effective stiffness of the structure. These properties are non-linear and depend on the vibration amplitude. Modeling these non-linear dy

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Wang, Min, Yan Lin Zhang, and Tao Zan. "Performance Optimization and Comparison of TMD, MTMD and DTMD for Machining Chatter Control." Advanced Materials Research 199-200 (February 2011): 1165–70. http://dx.doi.org/10.4028/www.scientific.net/amr.199-200.1165.

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This paper investigates and analyzes the performances of several types of tuned mass damper (TMD) including common single TMD(STMD), multiple tuned mass dampers (MTMD) and dual tuned mass dampers (DTMD) on the machining chatter control. Considering the special nature of the machining stability problem, the optimal design parameters of the dampers are defined as those that minimize the magnitude of the real part of the FRF of the damped machining system. This paper demonstrates the performance of the optimally designed different TMDs for machining stability improvement by calculating the stabil

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Sobhanian, Reza, Jamshid Sabouri, and Rouzbeh Dabiri. "Optimal parameter design of multiple tuned mass damper for tall buildings using multi-objective particle swarm optimization algorithm considering soil-structure interaction effects." Cadernos de Educação Tecnologia e Sociedade 17, se3 (2024): 216–30. https://doi.org/10.14571/brajets.v17.nse3.216-230.

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This study focuses on controlling structural vibrations during earthquakes by utilizing tuned mass dampers (TMD) to minimize structural responses. The optimization of damper parameters is crucial for achieving this goal. The research explores the use of multiple tuned mass dampers (MTMD) in place of a single TMD in the roof story. The impact of soil-structure interaction (SSI) on seismic responses is considered, necessitating an investigation into optimizing damper characteristics across different floors. Equations of motion for structures with multiple dampers and SSI were developed, and the

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Xu, Ruotian, Jun Chen, and Xinqun Zhu. "A hybrid approach for parameter optimization of multiple tuned mass dampers in reducing floor vibrations due to occupant walking: Theory and parametric studies." Advances in Structural Engineering 20, no. 8 (2017): 1232–46. http://dx.doi.org/10.1177/1369433216684351.

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This article presents a hybrid approach for determining optimal parameters of multiple tuned mass dampers to reduce the floor vibration due to human walking. The proposed approach consists of two parts. The first one is a partial mode decomposition algorithm to efficiently calculate dynamic responses of the coupled floor–multiple tuned mass damper system subjected to moving walking loads. The second one is an adaptive genetic simulated annealing method for the optimization of multiple tuned mass damper parameters. To establish optimization, certain variables must be considered. These include t

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BAKRE, S. V., and R. S. JANGID. "OPTIMUM MULTIPLE TUNED MASS DAMPERS FOR BASE-EXCITED DAMPED MAIN SYSTEM." International Journal of Structural Stability and Dynamics 04, no. 04 (2004): 527–42. http://dx.doi.org/10.1142/s0219455404001367.

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The optimum parameters of multiple tuned mass dampers (MTMD) for suppressing the dynamic response of a base-excited damped main system are investigated by a numerical searching technique. The criterion selected for the optimality is the minimization of the steady state displacement of the main system under harmonic base acceleration. The parameters of the MTMD that are optimized include: the damping ratio, the tuning frequency ratio and the frequency bandwidth. The optimum parameters of the MTMD system and corresponding displacement are obtained for different damping ratios of the main system

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Alnayhoum, Farah, Ibrahima Kalil Camara, Si̇nan Meli̇h Ni̇gdeli̇, and Gebrai̇l Bekdaş. "Multiple Tuned Mass Dampers and Double Tuned Mass Dampers for Soft Story Structures: A Comparative Study." Engineering World 5 (November 14, 2023): 167–74. http://dx.doi.org/10.37394/232025.2023.5.19.

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Recent seismic events have highlighted the vulnerability of reinforced concrete buildings, especially soft-story structures, to damage and collapse during strong earthquakes due to the ground's vibrational response. This study aims to mitigate these adverse vibrations using passive control mechanisms, particularly tuned mass dampers (TMDs). Conventional TMDs require a substantial mass to effectively influence the structure's lateral reactions. The research explores the use of multi-tuned mass dampers (MTMDs) and double-tuned mass dampers (DTMDs) in a soft-story building. The study uses MATLAB

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Dissertations / Theses on the topic "Multiple tuned mass dampers"

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Chinien, Lomadeven Viken. "Design of multiple tuned mass dampers for mitigation of wind induced vibrations." Thesis, Imperial College London, 2000. http://hdl.handle.net/10044/1/11536.

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Rossato, Luciara Vellar. "Otimização de amortecedores de massa sintonizados em estruturas submetidas a um processo estacionário." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2017. http://hdl.handle.net/10183/163246.

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Atualmente as estruturas estão sendo avaliadas para um maior número de ações em relação há algumas décadas. Esta melhoria ao longo da fase de concepção é dada devido ao fato de que está se tornando mais competitivo o fornecimento de estruturas leves e esbeltas, sendo solicitados, cada vez mais, projetos com menor custo de implantação. Devido a isto, é necessário avaliar as estruturas não apenas sujeitas a cargas estáticas, mas também a carregamentos dinâmicos. As ações dinâmicas que atuam sobre uma estrutura podem ser muito mais prejudiciais do que as estáticas quando não são bem consideradas

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Tang, Ning. "Design of adjustable tuned mass dampers employing nonlinear elements." Thesis, University of Sheffield, 2018. http://etheses.whiterose.ac.uk/19727/.

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The work focuses on the design of the Tuned Mass Damper (TMD), targeted multi-mode, multi-directional vibrations of mechanical structures occurring over a wide temperature ranges. Extension of the target frequency range is achieved by making the devices adjustable, using components with nonlinear load-deflection behaviour. Two nonlinear components that are new in TMD design are studied, namely elastomeric O-rings and Tangled Metal Wire (TMW) particles. Evaluation of the performance of these devices on a typical engineering structure is carried out, and the feasibility of the proposed devices d

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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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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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Almeida, Guilherme Mesquita de. "Aplicação de tuned-mass dampers para controle de vibrações em lajes." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-02122016-085411/.

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Esta dissertação propõe uma solução padronizada de aplicação de Tuned-Mass Damper (TMD) para controle de vibrações em lajes baseada na análise das características de carregamentos associados à utilização humana e nas características estruturais mais comuns à engenharia contemporânea. De modo a simplificar sua aplicação técnica, a sintonização é proposta por meio da escolha de componentes pré-determinados para a montagem do TMD e pela distribuição e posicionamento dos mecanismos. A eficácia do sistema é então verificada em um estudo de caso, usando um modelo de elementos finitos de uma laje, an

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Rottmann, Cheryl E. "The use of tuned mass dampers to control annoying floor vibrations." Thesis, This resource online, 1996. http://scholar.lib.vt.edu/theses/available/etd-09182008-063455/.

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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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Lindh, Cory W. "Dynamic range implications for the effectiveness of semi-active tuned mass dampers." Thesis, Massachusetts Institute of Technology, 2010. http://hdl.handle.net/1721.1/57884.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2010.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (p. 159-164).<br>The response of tall buildings subjected to dynamic wind loads has been widely studied. For excitations approaching the resonant frequencies of the structure, ensuring serviceability is a significant concern. One traditional solution is the implementation of a tuned mass damper (TMD), which acts as a passive damping device in the region of the tuned frequency. However, TMDs exhibit a limited ba

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Verdirame, Justin Matthew 1978. "Design of multi-degree-of-freedom tuned-mass dampers using perturbation techniques." Thesis, Massachusetts Institute of Technology, 2003. http://hdl.handle.net/1721.1/89918.

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Books on the topic "Multiple tuned mass dampers"

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Bekdaş, Gebrail, and Sinan Melih Nigdeli, eds. Optimization of Tuned Mass Dampers. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-98343-7.

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Radmard Rahmani, Hamid. Seismic Control of Structures Using Tuned Mass Dampers. Springer Nature Switzerland, 2025. http://dx.doi.org/10.1007/978-3-031-71217-3.

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Wielgos, Piotr. Ocena skuteczności działania wielokrotnych, strojonych tłumików masowych w konstrukcjach budowlanych. Politechnika Lubelska, 2011.

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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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Book chapters on the topic "Multiple tuned mass dampers"

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Kahya, V., and O. Araz. "Series multiple tuned mass dampers for vibration control of high-speed railway bridges." In Insights and Innovations in Structural Engineering, Mechanics and Computation. CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-25.

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Daniel, Yael, and Oren Lavan. "Allocation and Sizing of Multiple Tuned Mass Dampers for Seismic Control of Irregular Structures." In Seismic Behaviour and Design of Irregular and Complex Civil Structures. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-5377-8_22.

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Wang, X. C., Y. F. Duan, C. B. Yun, and W. J. Lou. "Multiple Tuned Mass Dampers for Wind Induced Vibration Control of a Cable-Supported Roof." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8079-6_6.

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Setareh, Mehdi. "An Economical Multiple-Tuned Mass Damper to Control Floor Vibrations." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-93236-7_24.

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Lavan, Oren, and Yael Daniel. "Seismic Design Methodology for Control of 3D Buildings by Means of Multiple Tuned-Mass-Dampers." In Computational Methods in Applied Sciences. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-6573-3_21.

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Jaboviste, Kévin, Emeline Sadoulet-Reboul, Olivier Sauvage, and Gaël Chevallier. "A Framework for the Design of Rotating Multiple Tuned Mass Damper." In Topics in Modal Analysis & Testing, Volume 8. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-47717-2_40.

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Nguyen, Trong Phuoc, and Duy Thoai Vo. "The Reduction of Vibration of Multiple Tuned Mass Dampers in Continuous Beam Traversed by Moving Loads." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5144-4_119.

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Daniel, Yael, and Oren Lavan. "Optimal Drift and Acceleration Control of 3D Irregular Buildings by Means of Multiple Tuned Mass Dampers." In Seismic Behaviour and Design of Irregular and Complex Civil Structures II. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14246-3_28.

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Bhowmik, Kamalesh, and Nirmalendu Debnath. "Stochastic Structural Optimization of Multiple Tuned Mass Damper (MTMD) System with Uncertain Bounded Parameters." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5235-9_28.

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Cimellaro, Gian Paolo, and Sebastiano Marasco. "Tuned-Mass Dampers." In Introduction to Dynamics of Structures and Earthquake Engineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-72541-3_18.

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Conference papers on the topic "Multiple tuned mass dampers"

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Ali, Amir R., Alaa Farahat, Aly Fahmy, et al. "Analyzing Tuned Mass Dampers for Controlling Building Vibrations Based on Bond-Graph Approach." In 2024 International Telecommunications Conference (ITC-Egypt). IEEE, 2024. http://dx.doi.org/10.1109/itc-egypt61547.2024.10620486.

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Zuo, Lei. "Characteristics and Optimization of Series Multiple Tuned-Mass Dampers." In ASME 2007 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/detc2007-35810.

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Tuned-mass damper (TMD), or dynamic vibration absorber (DVA), is a very practical and effective device for vibration suppression. Various types of tuned-mass dampers have been proposed in literature, including the classic TMD, (parallel) multiple TMDs, multi-degree-of-freedom (DOF) TMD, and three-element TMD. In this paper we study the characteristics and optimization of a new type of TMD system, in which multiple absorbers are connected to the primary system in series. Structured H2 and H∞ control methods are adopted to optimize the parameters of spring stiffness and damping coefficients for

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Wu, J., and G. Chen. "Optimization of multiple tuned mass dampers for seismic response reduction." In Proceedings of 2000 American Control Conference (ACC 2000). IEEE, 2000. http://dx.doi.org/10.1109/acc.2000.878954.

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King, Melvin E., and Guido Sandri. "Dynamics of Distributed Impact Dampers." In ASME 1997 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/detc97/vib-3922.

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Abstract In this work, the dynamics of spatially distributed impact dampers are investigated. Typical impact damper configurations consist of a single, rigid mass which moves freely within a cavity that is attached to a lightly damped structure. By tuning the damper’s mass and the cavity’s length (gap-size), the maximum displacement of the structure may be significantly reduced due to the resulting intermittent collisions. Several modifications to the classical impact damper design have been considered in the literature, including (i) multiple-unit dampers, and (ii) granular impact dampers. Bo

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Yang, Fan, Ramin Sedaghati, and Ebrahim Esmailzadeh. "Optimal Vibration Control of Flexible Structures Using Multiple Tuned Mass Dampers." In ASME 2009 International Mechanical Engineering Congress and Exposition. ASMEDC, 2009. http://dx.doi.org/10.1115/imece2009-13006.

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The structural vibration suppression of beam-type structures using Tuned Mass Damper (TMD) and Multiple Tuned Mass Dampers (MTMD) technologies will be investigated in this study. A vibration suppression strategy for beam-type structures based on TMD and MTMD technologies, in which a light beam with attached masses (secondary structure) is connected to the primary structure (beam), will be presented. The beam is modeled by utilizing the Timoshenko beam theory, and then the governing differential equations of motion have been cast into the finite element form by using the Galerkin method. The de

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Tsai, Chong-Shien, and Hui-Chen Chen. "Effects of Soil-Structure Interaction on the Response of a Structure With Tuned Mass Dampers." In ASME 2015 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/pvp2015-45112.

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This paper aims at examining the effects of soil-structure interaction (SSI) on the response of a structure which is equipped with multiple tuned mass dampers (MTMD) and founded on multiple soil layers overlying bedrock. Closed-form solutions have been obtained for the entire system, which consists of a shear beam type superstructure, multiple tuned mass dampers, and multiple soil layers overlying bedrock, while subjected to ground motion. The proposed formulations simplify the problem in terms of well-known frequency ratios, mechanical impedance and mass ratio, which can take into account the

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Mantovani, Giancarlo, Leandro Fadel Miguel, Rafael Holdorf Lopez, Letícia Miguel, and André Torii. "OPTIMUM DESIGN OF MULTIPLE FRICTION TUNED MASS DAMPERS UNDER SEISMIC EXCITATIONS." In 6th International Symposium on Solid Mechanics. ABCM, 2017. http://dx.doi.org/10.26678/abcm.mecsol2017.msl17-0024.

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Lin, Ging-Long, Chi-Chang Lin, and Jer-Fu Wang. "Protection of Seismic Structures Using Passive and Semi-Active Friction Typed Multiple Tuned Mass Dampers." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77906.

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Although the design and applications of linear tuned mass damper (TMD) systems are well developed, nonlinear TMD systems are still developing. In this paper, the application of multiple semi-active friction tuned mass dampers (SAF-MTMD) for response control of a multistory structure under seismic excitation is investigated. The friction forces of the SAF-MTMD are controllable. A non-sticking friction (NSF) controller, which is able to keep each of the TMD activated and in its slip state throughout an earthquake with arbitrary intensity, was conducted. A parametric study is performed to investi

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SUN, KYOUNG. "Structural Performance of Vertically Distributed Multiple Tuned Mass Dampers in Tall Buildings." In Seventh International Conference on Advances in Civil, Structural and Mechanical Engineering - ACSM 2017. Institute of Research Engineers and Doctors, 2017. http://dx.doi.org/10.15224/978-1-63248-135-1-38.

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Ekici, Yigitcan, and Ender Cigeroglu. "Effect of Nonlinearities on the Vibration Reduction Performance of a System With Multiple Nonlinear Tuned Mass Dampers." In ASME 2023 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2023. http://dx.doi.org/10.1115/imece2023-113634.

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Abstract In this study, a single-degree-of-freedom structure with multiple nonlinear tuned mass dampers is investigated. A sinusoidal excitation is assumed to be applied to the structure. In order to obtain the results, a nonlinear mathematical model of the general system is obtained in the form of a set of nonlinear ordinary differential equations. Dry friction and cubic stiffness nonlinearities are considered for the nonlinear terms. To obtain steady-state frequency responses of the system, these nonlinear ordinary differential equations are transformed into a set of nonlinear algebraic equa

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Reports on the topic "Multiple tuned mass dampers"

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Sadek, Fahim, Bijan Mohraz, and H. S. Lew. Single and multiple tuned liquid column dampers for seismic applications. National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5920.

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Sadek, Fahim, Bijan Mohraz, Andrew W. Taylor, and Riley M. Chung. A method of estimating the parameters of tuned mass dampers for seismic application. National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5806.

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