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Relevant bibliographies by topics / Passive vibration control of structures

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Academic literature on the topic 'Passive vibration control of structures'

Author: Grafiati

Published: 21 February 2023

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Journal articles on the topic "Passive vibration control of structures"

1

Xia, Y., and A. Ghasempoor. "Adaptive active vibration suppression of flexible beam structures." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 222, no. 3 (2008): 357–64. http://dx.doi.org/10.1243/09544062jmes567.

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Vibration control strategies strive to reduce the effect of harmful vibrations on machinery and people. In general, these strategies are classified as passive or active. Although passive vibration control techniques are generally less complex, there is a limit to their effectiveness. Active vibration control strategies, on the other hand, can be very effective but require more complex algorithms and are especially susceptible to time delays. The current paper introduces a novel vibration suppression system using non-linear optimization. The proposed methodology eliminates the need for a feedba

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Bhatti, J. S., and R. A. Pasha. "Finite Element Based Design of Piezoelectric Vibration Damper." Key Engineering Materials 442 (June 2010): 431–37. http://dx.doi.org/10.4028/www.scientific.net/kem.442.431.

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Vibration control using combination of piezoelectric material and electrical circuits can remove the vibration energy from the host structure. The need for passive damping techniques arises to avoid the complexities and energy requirements associated with other vibration control techniques. Passive damping technique for reduction of vibration of structures by introduction of shunted piezoelectric patch is presented in this study. Finite element analysis is performed for a cantilever beam with shunted piezoelectric patch on it. The prediction of the model is validated against experimental publi

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Hujare, Pravin P., and Anil D. Sahasrabudhe. "Effect of Thickness of Damping Material on Vibration Control of Structural Vibration in Constrained Layer Damping Treatment." Applied Mechanics and Materials 592-594 (July 2014): 2031–35. http://dx.doi.org/10.4028/www.scientific.net/amm.592-594.2031.

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The reduction of noise and vibration is a major requirement for performance of any vibratory system. Passive damping technology using viscoelastic materials is classically used to control vibrations. Viscoelastic material among the damping materials is widely used to dissipate the structural vibration energy. Three-layer sandwich beams, made of two elastic outer layers and a viscoelastic layer sandwiched between them, are considered as damping structural elements. This paper presents the effect of thickness of constrained damping material on modal loss factor of vibrating structures. Measureme

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Enríquez-Zárate, Josué, Hugo Francisco Abundis-Fong, Ramiro Velázquez, and Sebastián Gutiérrez. "Passive vibration control in a civil structure: Experimental results." Measurement and Control 52, no. 7-8 (2019): 938–46. http://dx.doi.org/10.1177/0020294019847715.

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The problem of vibrations in civil structures is common; nevertheless, its negative effects can be significantly reduced using structural control methods with intention of maintaining structural welfare as much as possible. This work deals with the study of structural vibration control in a model of a civil-like structure, which consists of three-level building with a tuned mass damper implemented as a passive vibration absorber, mounted on the top of the structure, to attenuate the harmonic vibrations provided by an electromagnetic actuator connected at the base of the primary system. The act

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Rahimi, Fatemeh, Reza Aghayari, and Bijan Samali. "Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review." Civil Engineering Journal 6, no. 8 (2020): 1622–51. http://dx.doi.org/10.28991/cej-2020-03091571.

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Given the burgeoning demand for construction of structures and high-rise buildings, controlling the structural vibrations under earthquake and other external dynamic forces seems more important than ever. Vibration control devices can be classified into passive, active and hybrid control systems. The technologies commonly adopted to control vibration, reduce damage, and generally improve the structural performance, include, but not limited to, damping, vibration isolation, control of excitation forces, vibration absorber. Tuned Mass Dampers (TMDs) have become a popular tool for protecting stru

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Xiao, Xin Yi, and Han Bin Xiao. "The Optimal Control Method of Impulse Response in Prosthetic Leg." Advanced Materials Research 915-916 (April 2014): 1181–85. http://dx.doi.org/10.4028/www.scientific.net/amr.915-916.1181.

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Passive control and semi-active control of vibration in mechanical systems have recently successfully been used in automobiles and airplanes suspension systems. These control techniques are able to guarantee the performances of all vibration structures. Unfortunately, the knowledge and data has not been readily applied to human prosthetics. The information collected can be directly applied to accelerate research into dampening for prosthetics. A focus of this paper is on modeling and controlling vibrations by a given impulse onto prosthetic legs. Simulations of using passive control and ideali

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Chtiba, M. Ouled, S. Choura, S. El-Borgi, and A. H. Nayfeh. "Passive Control of Flexible Structures by Confinement of Vibrations." Shock and Vibration 14, no. 5 (2007): 321–37. http://dx.doi.org/10.1155/2007/517852.

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We propose a two-step strategy for the design of passive controllers for the simultaneous confinement and suppression of vibrations (SCSV) in mechanical structures. Once the sensitive and insensitive elements of these structures are identified, the first design step synthesizes an active control law, which is referred to as the reference control law (RCL), for the SCSV. We show that the problem of SCSV can be formulated as an LQR-optimal control problem through which the maximum amplitudes, associated with the control input and the displacements of the sensitive and insensitive parts, can be r

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Tso, Man H., Jing Yuan, and Wai O. Wong. "Hybrid vibration absorber with detached design for global vibration control." Journal of Vibration and Control 23, no. 20 (2016): 3414–30. http://dx.doi.org/10.1177/1077546316631867.

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A new hybrid vibration absorber, with detached passive and active parts, is designed, analyzed and tested. This is an alternative approach in case the traditional bundled hybrid vibration absorber with collocated active and passive control elements cannot be applied. In fixed-free structures like buildings and towers, a passive dynamic vibration absorber is very popular for vibration control at or near the free ends. Active control may be introduced to improve performance, but space or weight may be limited in some applications. It may not be practical to attach an actuator near the passive pa

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Gaul, L., and J. Becker. "Reduction of Structural Vibrations by Passive and Semiactively Controlled Friction Dampers." Shock and Vibration 2014 (2014): 1–7. http://dx.doi.org/10.1155/2014/870564.

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Reduction of structural vibrations is of major interest in mechanical engineering for lowering sound emission of vibrating structures, improving accuracy of machines, and increasing structure durability. Besides optimization of the mechanical design or various types of passive damping treatments, active structural vibration control concepts are efficient means to reduce unwanted vibrations. In this contribution, two different semiactive control concepts for vibration reduction are proposed that adapt to the normal force of attached friction dampers. Thereby, semiactive control concepts general

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Niu, J. C., A. Y. T. Leung, C. W. Lim, and P. Q. Ge. "An active vibration control model for coupled flexible systems." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 222, no. 11 (2008): 2087–98. http://dx.doi.org/10.1243/09544062jmes1036.

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This paper presents a novel general model for complex flexible coupled systems. In this model, parallel structures of force actuators and passive spring isolators are installed between the machine and the foundation, and some moment actuators such as piezoelectric patches are installed on the flexible foundation whose vibration cancellation feature is the key object of vibration control. This model combines active and passive control, force and moment control into a single unit to achieve the efficient vibration control of flexible structures by multiple approaches. The state-space governing e

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Dissertations / Theses on the topic "Passive vibration control of structures"

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Paknejad, Seyedahmadian Ahmad. "Passive and Active Strategies for Vibration Control of Lightly Damped Structures." Doctoral thesis, Universite Libre de Bruxelles, 2021. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/325768.

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Lightweight designs in engineering applications give rise to flexible structures with extremely low internal damping. Vibrations of these flexible structures due to an unwanted excitation of system resonances may lead to high cycle fatigue failure and noise propagation. A common method to suppress the vibrations is to increase the damping of the system using one of the classical control techniques i.e. passive, active, and/or hybrid. Passive techniques are those control systems that are simply integrated into the structures with no need of external power source for their operations, like visco

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Chen, Qinghua. "Study on passive and/or active vibration control for flexible structures." FIU Digital Commons, 1995. http://digitalcommons.fiu.edu/etd/2142.

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The purpose of this research is to present new methods of active and passive vibration control for flexible structures. The study includes: 1) passive viscoelastic damping treatment; 2 ) active vibration control using layered shape memory alloy (SMA); 3) combined application of viscoelastic damping treatment and SMA; 4) experiments. In order to maximize damping and save weight of the structure and cost, a partially covered double sandwich cantilever beam model has been presented. It is shown that the double sandwich beam is better than single sandwich beam for some conditions. To take into acc

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Harne, Ryan. "Novel Lightweight Noise and Vibration Control Treatments for Marine Structures." Thesis, Virginia Tech, 2009. http://hdl.handle.net/10919/34621.

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This thesis presents the development and testing of distributed vibration absorber designs with specific application to heavy plates for the reduction of vibration and sound radiation. Two particular designs, already under investigation for use on thin panels or composite materials, were adapted to passively reduce broadband vibration and noise from large and heavy plates. These absorbers are referred to as Distributed Vibration Absorbers [DVAs] and Heterogeneous [HG] Blankets. Numerical models were developed, based on the theory of sound propagation through layered media and the vibration of

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Kim, Hyeong Gook. "New passive damper systems for vibration control of residential houses and building structures." 京都大学 (Kyoto University), 2012. http://hdl.handle.net/2433/161001.

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Matin, Nikoo Hamid. "Passive Control and Numerical Simulation of Vortex-Induced Vibration (VIV) of Marine Structures." Thesis, Curtin University, 2019. http://hdl.handle.net/20.500.11937/77405.

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This thesis proposes three new passive VIV suppression techniques. Analytical and numerical studies are carried out to examine the effectiveness of the proposed methods, and the results show that they are effective for VIV control. The proposed systems are based on or modified from the existing practices and can suppress the VIV without change too much of the existing designs, therefore, they are believed have potential applications.

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Harris, Anthony Frederick. "Multi-Degree of Freedom Passive and Active Vibration Absorbers for the Control of Structural Vibration." Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/9693.

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This work investigates the use of multi-degree of freedom (MDOF) passive and active vibration absorbers for the control of structural vibration as an improvement to conventional single degree of freedom (SDOF) vibration absorbers. An analytical model is first used to compare passive two degree of freedom (2DOF) absorbers to SDOF absorbers using point impedance as the performance criterion. The results show that one 2DOF absorber can provide the same impedance at two resonance frequencies as two SDOF absorbers for equal amounts of total mass. Experimental testing on a composite cylindrical shel

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Deneufve, Florence L. "Simultaneous active passive/control of extensional and flexural power flows in infinite thin beams." Thesis, This resource online, 1996. http://scholar.lib.vt.edu/theses/available/etd-02132009-172054/.

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Lossouarn, Boris. "Multimodal vibration damping of structures coupled to their analogous piezoelectric networks." Thesis, Paris, CNAM, 2016. http://www.theses.fr/2016CNAM1062/document.

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L'amplitude vibratoire d'une structure mince peut être réduite grâce au couplage électromécanique qu'offrent les matériaux piézoélectriques. En termes d'amortissement passif, les shunts piézoélectriques permettent une conversion de l'énergie vibratoire en énergie électrique. La présence d'une inductance dans le circuit crée une résonance électrique due à l'échange de charges avec la capacité piézoélectrique. Ainsi, l'ajustement de la fréquence propre de ce shunt résonant à celle de la structure mécanique équivaut à la mise en œuvre d'un amortisseur à masse accordée. Cette stratégie est étendue

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Mokrani, Bilal. "Piezoelectric shunt damping of rotationally periodic structures." Doctoral thesis, Universite Libre de Bruxelles, 2015. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/209112.

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New materials and new fabrication techniques in turbomachinery lead to monolithic<p>structures with extremely low damping which may be responsible for severe vibrations<p>and possible high-cycle fatigue problems. To solve this, various techniques<p>of damping enhancement are under investigation. The present work is focused on<p>piezoelectric shunt damping.<p>This thesis considers the RL shunt damping of rotationally periodic structures using<p>an array of piezoelectric patches, with an application to a bladed drum representative<p>of those used in turbomachinery. Due to the periodicity and the

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Marian, Laurentiu. "The tuned mass damper inerter for passive vibration control and energy harvesting in dynamically excited structural systems." Thesis, City University London, 2016. http://openaccess.city.ac.uk/14884/.

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A novel passive vibration control configuration, namely the Tuned-Mass-Damper-Inerter (TMDI) is proposed in this work. The TMDI combines the “inerter”, a mechanical two-terminal flywheel device developing resisting forces proportional to the relative acceleration of its terminals, with the well-known and widely used in various passive vibration control applications Tuned-Mass-damper (TMD). Introduced as a generalization of the TMD, the TMDI takes advantage of the “mass amplification effect” of the inerter to achieve enhanced performance compared to the classical TMD. For linear harmonically ex

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Books on the topic "Passive vibration control of structures"

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Passive vibration control. Wiley, 1998.

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Hagedorn, Peter, and Gottfried Spelsberg-Korspeter, eds. Active and Passive Vibration Control of Structures. Springer Vienna, 2014. http://dx.doi.org/10.1007/978-3-7091-1821-4.

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François, Malburet, ed. Mechanical vibrations: Active and passive control. ISTE, 2006.

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Cortés, Fernando. Viscoelastic surface treatments for passive control of structural vibration. Nova Science Publishers, 2011.

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Soong, T. T., and M. C. Costantinou, eds. Passive and Active Structural Vibration Control in Civil Engineering. Springer Vienna, 1994. http://dx.doi.org/10.1007/978-3-7091-3012-4.

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T, Soong T., and Constantinou M. C, eds. Passive and active structural vibration control in civil engineering. Springer-Verlag, 1994.

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Takewaki, Izuru. Building control with passive dampers. J. Wiley & Sons (Asia), 2010.

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Takewaki, Izuru. Building control with passive dampers. J. Wiley & Sons (Asia), 2010.

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Ghasemi Nejhad, M. N. (Mehrdad N.), SPIE (Society), Intelligent Materials Forum (Mitō Kagaku Gijutsu Kyōkai), American Society of Mechanical Engineers, Jet Propulsion Laboratory (U.S.), and National Science Foundation (U.S.), eds. Active and passive smart structures and integrated systems 2009: 9-12 March 2009, San Diego, California, United States. SPIE, 2009.

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Takewaki, Izuru. Building control with passive dampers: Optimal performance-based design for earthquakes. J. Wiley & Sons (Asia), 2009.

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Book chapters on the topic "Passive vibration control of structures"

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Madhekar, Suhasini, and Vasant Matsagar. "Dynamic Loading on Structures and Structural Response." In Passive Vibration Control of Structures. CRC Press, 2022. http://dx.doi.org/10.1201/9781315269269-2.

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Madhekar, Suhasini, and Vasant Matsagar. "Miscellaneous Response Control Devices." In Passive Vibration Control of Structures. CRC Press, 2022. http://dx.doi.org/10.1201/9781315269269-9.

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Madhekar, Suhasini, and Vasant Matsagar. "Advances in Passive Control Strategies." In Passive Vibration Control of Structures. CRC Press, 2022. http://dx.doi.org/10.1201/9781315269269-10.

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Preumont, A. "Passive Damping with Piezoelectric Transducers." In Vibration Control of Active Structures. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-2033-6_5.

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Preumont, André. "Passive Damping with Piezoelectric Transducers." In Vibration Control of Active Structures. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-72296-2_5.

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Madhekar, Suhasini, and Vasant Matsagar. "Introduction to Benchmark Control Problems." In Passive Vibration Control of Structures. CRC Press, 2022. http://dx.doi.org/10.1201/9781315269269-11.

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Madhekar, Suhasini, and Vasant Matsagar. "Structural Vibration Control Using Passive Devices." In Passive Vibration Control of Structures. CRC Press, 2022. http://dx.doi.org/10.1201/9781315269269-1.

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Madhekar, Suhasini, and Vasant Matsagar. "Metallic Dampers." In Passive Vibration Control of Structures. CRC Press, 2022. http://dx.doi.org/10.1201/9781315269269-7.

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Madhekar, Suhasini, and Vasant Matsagar. "Bracing Systems." In Passive Vibration Control of Structures. CRC Press, 2022. http://dx.doi.org/10.1201/9781315269269-3.

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Madhekar, Suhasini, and Vasant Matsagar. "Tuned Dampers." In Passive Vibration Control of Structures. CRC Press, 2022. http://dx.doi.org/10.1201/9781315269269-5.

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Conference papers on the topic "Passive vibration control of structures"

1

Lee-Glauser, Gina, and Goodarz Ahmadi. "Passive vibration control for spacecraft - A stochastic model." In 35th Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 1994. http://dx.doi.org/10.2514/6.1994-1628.

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PRUCZ, JACKY, and SHIN-HAM FU. "Passive vibration control by using fiber-reinforced composites." In 29th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1988. http://dx.doi.org/10.2514/6.1988-2208.

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Washington, Gregory N., Matt Detrick, and Seung-Keon Kwak. "A broadband vibration control using passive circuits." In Smart Structures and Materials, edited by Amr M. Baz. SPIE, 2003. http://dx.doi.org/10.1117/12.483488.

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KODIYALAM, SRINIVAS, and JOHN MOLNAR. "Optimization of constrained viscoelastic damping treatments for passive vibration control." In 33rd Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1992. http://dx.doi.org/10.2514/6.1992-2269.

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Lam, Margaretha J., Daniel J. Inman, and William R. Saunders. "Vibration control through passive constrained layer damping and active control." In Smart Structures and Materials '97, edited by L. Porter Davis. SPIE, 1997. http://dx.doi.org/10.1117/12.274189.

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Lee-Glauser, Gina, Goodarz Ahmadi, and Jeffrey Layton. "Active and passive vibration control of a satellite during lift-off." In 36th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1995. http://dx.doi.org/10.2514/6.1995-1235.

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Hussein, R. "Passive Control of Structural Vibration in Base-Isolated Shear Structures." In ASME 1995 Design Engineering Technical Conferences collocated with the ASME 1995 15th International Computers in Engineering Conference and the ASME 1995 9th Annual Engineering Database Symposium. American Society of Mechanical Engineers, 1995. http://dx.doi.org/10.1115/detc1995-0572.

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Abstract This paper presents three analytic models for predictions or structural response of oscillating systems with Coulomb and viscous friction. Numeric results were obtained from the models and compared to demonstrate the effects of friction on vibration amplification.

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Kras, Aleksander, and Paolo Gardonio. "Flywheel piezoelectric actuator for active vibration control applications." In Active and Passive Smart Structures and Integrated Systems XII, edited by Alper Erturk. SPIE, 2018. http://dx.doi.org/10.1117/12.2293106.

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Cinquemani, Simone, and Ferruccio Resta. "Decentralized control of vibration with active smart dampers." In Active and Passive Smart Structures and Integrated Systems XII, edited by Alper Erturk. SPIE, 2018. http://dx.doi.org/10.1117/12.2292644.

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Kemp, Jonathan D., and Robert L. Clark. "Optimal hybrid active/passive vibration control design." In SPIE's 9th Annual International Symposium on Smart Structures and Materials, edited by Vittal S. Rao. SPIE, 2002. http://dx.doi.org/10.1117/12.475240.

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Reports on the topic "Passive vibration control of structures"

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Wang, Kon-Well. Active-Passive Hybrid Adaptive Structures for Vibration Controls -- An Integrated Approach. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada384416.

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Bergman, Lawrence A. Novel Passive Vibration Control Methods for Aerostructures. Defense Technical Information Center, 2005. http://dx.doi.org/10.21236/ada437415.

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Farrar, C., W. Baker, J. Fales, and D. Shevitz. Active vibration control of civil structures. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/400183.

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Stech, Daniel J. H2 Approach for Optimally Tuning Passive Vibration Absorbers to Flexible Structures. Defense Technical Information Center, 1994. http://dx.doi.org/10.21236/ada280521.

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Birman, Victor. Functionally Graded Shape Memory Alloy Composites Optimized for Passive Vibration Control. Defense Technical Information Center, 2006. http://dx.doi.org/10.21236/ada459593.

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Mukherjee, Ranjan. A Hybrid Actuation Approach for Vibration Control of Space Structures. Defense Technical Information Center, 2010. http://dx.doi.org/10.21236/ada590189.

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Wang, Kon-Well. Simultaneous Vibration Isolation and Damping Control Via High Authority Smart Structures. Defense Technical Information Center, 2000. http://dx.doi.org/10.21236/ada424492.

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Fuller, Chris R. A Distributed Active Vibration Absorber (DAVA) and Associated Control Approaches for Active-Passive Reduction of Sound and Vibration. Defense Technical Information Center, 2001. http://dx.doi.org/10.21236/ada389507.

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Wang, Kon-Well. Piezoelectric Tailoring with Enhanced Electromechanical Coupling for Concurrent Vibration Control of Mistuned Periodic Structures. Defense Technical Information Center, 2006. http://dx.doi.org/10.21236/ada471779.

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Andrews, Matt. Getting Real about Unknowns in Complex Policy Work. Research on Improving Systems of Education (RISE), 2021. http://dx.doi.org/10.35489/bsg-rise-wp_2021/083.

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As with all public policy work, education policies are demanding. Policy workers need to ‘know’ a lot—about the problems they are addressing, the people who need to be engaged, the promises they can make in response, the context they are working in, and the processes they will follow to implement. Most policy workers answer questions about such issues within the structures of plan and control processes used to devise budgets and projects. These structures limit their knowledge gathering, organization and sense-making activities to up-front planning activities, and even though sophisticated too

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