Littérature scientifique sur le sujet « Structure vibration »
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Articles de revues sur le sujet "Structure vibration"
Lian, Jijian, Yan Zheng, Chao Liang et Bin Ma. « Analysis for the Vibration Mechanism of the Spillway Guide Wall Considering the Associated-Forced Coupled Vibration ». Applied Sciences 9, no 12 (25 juin 2019) : 2572. http://dx.doi.org/10.3390/app9122572.
Texte intégralZhao, Ming Hui. « Vibration Analysis of a Shell Structure by Finite Element Method ». Advanced Materials Research 591-593 (novembre 2012) : 1929–33. http://dx.doi.org/10.4028/www.scientific.net/amr.591-593.1929.
Texte intégralBeltran-Carbajal, Francisco, Hugo Francisco Abundis-Fong, Luis Gerardo Trujillo-Franco, Hugo Yañez-Badillo, Antonio Favela-Contreras et Eduardo Campos-Mercado. « Online Frequency Estimation on a Building-like Structure Using a Nonlinear Flexible Dynamic Vibration Absorber ». Mathematics 10, no 5 (24 février 2022) : 708. http://dx.doi.org/10.3390/math10050708.
Texte intégralXuan, Yan, Linyun Xu, Guanhua Liu et Jie Zhou. « The Potential Influence of Tree Crown Structure on the Ginkgo Harvest ». Forests 12, no 3 (19 mars 2021) : 366. http://dx.doi.org/10.3390/f12030366.
Texte intégralTrujillo-Franco, Luis Gerardo, Nestor Flores-Morita, Hugo Francisco Abundis-Fong, Francisco Beltran-Carbajal, Alejandro Enrique Dzul-Lopez et Daniel Eduardo Rivera-Arreola. « Oscillation Attenuation in a Building-like Structure by Using a Flexible Vibration Absorber ». Mathematics 10, no 3 (18 janvier 2022) : 289. http://dx.doi.org/10.3390/math10030289.
Texte intégralSzulej, Jacek, et Paweł Ogrodnik. « Determining the level of damping vibration in bridges and footbridges ». Budownictwo i Architektura 15, no 1 (1 avril 2016) : 095–103. http://dx.doi.org/10.24358/bud-arch_16_151_10.
Texte intégralSugakov, V. I. « Fine structure of thermoluminescence assisted by molecular vibrations in disordered organic semiconductors ». Journal of Physics : Condensed Matter 34, no 18 (2 mars 2022) : 185703. http://dx.doi.org/10.1088/1361-648x/ac50d9.
Texte intégralXu, Yuan, Hui Li, Jue Hou, Liming Zhu et Lingkun Chen. « Newly Constructed Subway on Over-Track Bridge Safety and Vibration Reduction Measure ». Advances in Civil Engineering 2024 (16 mai 2024) : 1–12. http://dx.doi.org/10.1155/2024/5851849.
Texte intégralMroz, A., A. Orlowska et J. Holnicki-Szulc. « Semi-Active Damping of Vibrations. Prestress Accumulation-Release Strategy Development ». Shock and Vibration 17, no 2 (2010) : 123–36. http://dx.doi.org/10.1155/2010/126402.
Texte intégralShen, Y. X., Ke Hua Zhang, Y. C. Chen, H. W. Zhu et K. Fei. « Numerical Simulation Analysis of Vibrating Screen’s Structure Vibration Property ». Advanced Materials Research 215 (mars 2011) : 272–75. http://dx.doi.org/10.4028/www.scientific.net/amr.215.272.
Texte intégralThèses sur le sujet "Structure vibration"
Griffin, Steven F. « Acoustic replication in smart structure using active structural/acoustic control ». Diss., Georgia Institute of Technology, 1995. http://hdl.handle.net/1853/13085.
Texte intégralKari, Leif. « Structure-borne sound properties of vibration isolators / ». Stockholm, 1998. http://www.lib.kth.se/abs98/kari0312.pdf.
Texte intégralSénéchal, Aurélien. « Réduction de vibrations de structure complexe par shunts piézoélectriques : application aux turbomachines ». Phd thesis, Conservatoire national des arts et metiers - CNAM, 2011. http://tel.archives-ouvertes.fr/tel-00862517.
Texte intégralPurohit, Ashish. « Aeroacoustics of a vibrating structure in flow ». Thesis, IIT Delhi, 2016. http://localhost:8080/iit/handle/2074/7077.
Texte intégralSun, Xiangkun. « Elastic wave propagation in periodic structures through numerical and analytical homogenization techniques ». Thesis, Lyon, 2016. http://www.theses.fr/2016LYSEC041/document.
Texte intégralIn this work, the multi-scale homogenization method, as well as various non homogenization methods, will be presented to study the dynamic behaviour of periodic structures. The multi-scale method starts with the scale-separation, which indicates a micro-scale to describe the local behaviour and a macro-scale to describe the global behaviour. According to the homogenization theory, the long-wave assumption is used, and the unit cell length should be much smaller than the characteristic length of the structure. Thus, the valid frequency range of homogenization is limited to the first propagating zone. The traditional homogenization model makes use of material properties mean values, but the practical validity range is far less than the first Bragg band gap. This deficiency motivated the development of new enriched homogenized models. Compared to traditional homogenization model, higher order homogenized wave equations are proposed to provide more accuracy homogenized models. Two multi-scale methods are introduced: the asymptotic expansion method, and the homogenization of periodic discrete media method (HPDM). These methods will be applied sequentially in longitudinal wave cases in bi-periodic rods and flexural wave cases in bi-periodic beams. Same higher order models are obtained by the two methods in both cases. Then, the proposed models are validated by investigating the dispersion relation and the frequency response function. Analytical solutions and wave finite element method (WFEM) are used as references. Parametric studies are carried out in the infinite case while two different boundary conditions are considered in the finite case. Afterwards, the HPDM and the CWFEM are employed to study the longitudinal and transverse vibrations of framed structures in 1D case and 2D case. The valid frequency range of the HPDM is re-evaluated using the wave propagation feature identified by the CWFEM. The relative error of the wavenumber by HPDM compared to CWFEM is illustrated in the function of frequency and scale ratio. Parametric studies on the thickness of the structure is carried out through the dispersion relation. The dynamics of finite structures are also investigated using the HPDM and CWFEM
Dayou, Jedol. « Global control of flexural vibration of a one dimensional structure using tuneable vibration neutralisers ». Thesis, University of Southampton, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.310842.
Texte intégralBaran, Ismet. « Optimization Of Vibration Characteristics Of A Radar Antenna Structure ». Master's thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12612978/index.pdf.
Texte intégrals performance in an adverse manner. The influence of deformations and vibrations are important on array antenna structures, since they cause a change in orientation of elements of the phased array antenna which affects the gain of the antenna negatively. In this study, vibration characteristics of a particular radar antenna structure are optimized using topology and stiffener design optimization methods such that negative effects of mechanical vibrations on functional performance of radar antenna are minimized. Topology and stiffener design optimization techniques are performed separately by the use of ANSYS Finite Element (FE) software in order to modify the design of the radar antenna structure such that its critical natural frequencies in the range of 0-500 Hz are shifted out of the dominant peak sinusoid frequency range of the air platform. As a result of this, it will be possible to minimize the vibration response of the phased array elements in the frequency range of 0-500 Hz
hence better antenna performance can be achieved. In addition to this, it will also be possible to minimize the broadband random vibration response of base excitation coming from air platform.
Tratch, Jorge. « Vibration transmission through machinery foundation and ship bottom structure ». Thesis, Massachusetts Institute of Technology, 1985. http://hdl.handle.net/1721.1/15216.
Texte intégralMICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING.
Includes bibliographical references.
by Jorge Tratch Junior.
Mech.E
Thomas, Benjamin. « Dynamique d’une structure complexe à non linéarités localisées sous environnement vibratoire évolutif : Application à l'isolation vibratoire d'un équipement automobile ». Thesis, Lyon, INSA, 2012. http://www.theses.fr/2012ISAL0106/document.
Texte intégralThis research work regards the development of a complex structure model with non-linear viscoelastic components. The purpose of this study is to simulate the response of this structure submitted to a random vibration excitation based on a power spectral density definition (PSD). The industrial applicative case is the vibratory insulation of a automotive engine cooling module supported by elastomer mounts. A brief review of elastomers behavior depending on solicitations types enables to identify the parameters of the different investigated models. Preliminary tests have been conducted to define the range of amplitudes of excitations and evaluate the internal warming of rubbers during the full structure validation test. The experimental characterization of the suspension is based on rubbers mounts and their interfaces with the cooling module, in order to take into account in a unique model all nonlinearities due to the viscoelastic behavior, the slidings, and the friction. Measured force-deflection hysteretic cycles in axial and radial direction are post-processed with an expert system developed to obtain the parameters of the retained model: the modified Dahl’s model, generalized to viscoleastic aspect. This process has been developed with Octave/Matlab code. Interpolation and extrapolation methods enable to obtain a good model response on the global operating range. These methods have been coded in an Abaqus UserSubroutine. Imposing random vibration excitation of a non linear mechanical system based on PSD imposes to take into account signal processing aspects. To evaluate response levels versus norms requirements, it’s mandatory to consider the time-frequency transfer. In addition, the size and the complexity of the total finite element model of the industrial structure don’t allow a global resolution in the time domain for all the degrees of freedom. Homogenization and dynamic reduction techniques are used to evaluate the response of the system submitted to large frequency range excitations, and to analyse the behavior of the suspension
Thomas, Benjamin. « Dynamique d’une structure complexe à non linéarités localisées sous environnement vibratoire évolutif : Application à l'isolation vibratoire d'un équipement automobile ». Electronic Thesis or Diss., Lyon, INSA, 2012. http://www.theses.fr/2012ISAL0106.
Texte intégralThis research work regards the development of a complex structure model with non-linear viscoelastic components. The purpose of this study is to simulate the response of this structure submitted to a random vibration excitation based on a power spectral density definition (PSD). The industrial applicative case is the vibratory insulation of a automotive engine cooling module supported by elastomer mounts. A brief review of elastomers behavior depending on solicitations types enables to identify the parameters of the different investigated models. Preliminary tests have been conducted to define the range of amplitudes of excitations and evaluate the internal warming of rubbers during the full structure validation test. The experimental characterization of the suspension is based on rubbers mounts and their interfaces with the cooling module, in order to take into account in a unique model all nonlinearities due to the viscoelastic behavior, the slidings, and the friction. Measured force-deflection hysteretic cycles in axial and radial direction are post-processed with an expert system developed to obtain the parameters of the retained model: the modified Dahl’s model, generalized to viscoleastic aspect. This process has been developed with Octave/Matlab code. Interpolation and extrapolation methods enable to obtain a good model response on the global operating range. These methods have been coded in an Abaqus UserSubroutine. Imposing random vibration excitation of a non linear mechanical system based on PSD imposes to take into account signal processing aspects. To evaluate response levels versus norms requirements, it’s mandatory to consider the time-frequency transfer. In addition, the size and the complexity of the total finite element model of the industrial structure don’t allow a global resolution in the time domain for all the degrees of freedom. Homogenization and dynamic reduction techniques are used to evaluate the response of the system submitted to large frequency range excitations, and to analyse the behavior of the suspension
Livres sur le sujet "Structure vibration"
Pressure, Vessels and Piping Conference (1987 San Diego Calif ). Fluid-structure vibration and liquid sloshing. New York, N.Y. (345 E. 47th St., New York 10017) : American Society of Mechanical Engineers, 1987.
Trouver le texte intégralPressure Vessels and Piping Conference (1987 San Diego, Calif.). Fluid-structure vibration and liquid sloshing. New York, N.Y. (345 E. 47th St., New York 10017) : American Society of Mechanical Engineers, 1987.
Trouver le texte intégralKnippenberg, P. H. Structure and Dynamics of RNA. Boston, MA : Springer US, 1986.
Trouver le texte intégralP, Townsend Dennis, Coy John J, United States. Army Aviation Systems Command. et United States. National Aeronautics and Space Administration., dir. Minimization of the vibration energy of thin-plate structure. [Washington, DC : National Aeronautics and Space Administration, 1992.
Trouver le texte intégralSiskind, D. E. Blast vibration measurements near and on structure foundations. Avondale, Md : U.S. Dept. of the Interior, Bureau of Mines, 1985.
Trouver le texte intégralM, Heckl, et Petersson B. A. T, dir. Structure-borne sound : Structural vibrations and sound radiation at audio frequencies. 3e éd. Berlin : Springer, 2005.
Trouver le texte intégralM, Heckl, dir. Structure-borne sound : Structural vibrations and sound radiation at audio frequencies. 2e éd. Berlin : Springer-Verlag, 1988.
Trouver le texte intégralFlaga, Andrzej. Wind vortex-induced excitation and vibration of slender structures : Single structure of circular cross-section normal to flow. Cracow : Cracow University of Technology, 1996.
Trouver le texte intégralBanakh, Liudmila Ya. Vibrations of mechanical systems with regular structure. Heidelberg : Springer, 2010.
Trouver le texte intégralGöran, Sandberg, et Ohayon R, dir. Computational aspects of structural acoustics and vibration. Wien : Springer, 2008.
Trouver le texte intégralChapitres de livres sur le sujet "Structure vibration"
Huang, Weiping, Xuemin Wu, Juan Liu et Xinglan Bai. « Vibration of Structure ». Dans Dynamics of Deepwater Riser, 73–108. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2888-7_3.
Texte intégralSrbulov, Milutin. « Foundation and Structure Effects ». Dans Ground Vibration Engineering, 85–102. Dordrecht : Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-90-481-9082-9_5.
Texte intégralJaiman, Rajeev, Guojun Li et Amir Chizfahm. « Thin Structure Aeroelasticity ». Dans Mechanics of Flow-Induced Vibration, 899–928. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8578-2_17.
Texte intégralYu, Wen, et Satyam Paul. « Active Structure Control ». Dans Active Control of Bidirectional Structural Vibration, 1–18. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-46650-3_1.
Texte intégralBarnes, R. B., L. G. Bonner et E. U. Condon. « Vibration Spectra and Molecular Structure ». Dans Selected Scientific Papers of E.U. Condon, 283–93. New York, NY : Springer New York, 1991. http://dx.doi.org/10.1007/978-1-4613-9083-1_27.
Texte intégralXue, Tianfan, Jiajun Wu, Zhoutong Zhang, Chengkai Zhang, Joshua B. Tenenbaum et William T. Freeman. « Seeing Tree Structure from Vibration ». Dans Computer Vision – ECCV 2018, 762–79. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01240-3_46.
Texte intégralHuang, Wei, et Jian Xu. « Vibration Control for Equipment-Structure ». Dans Optimized Engineering Vibration Isolation, Absorption and Control, 173–216. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2213-0_6.
Texte intégralLimongelli, Maria Pina, Emil Manoach, Said Quqa, Pier Francesco Giordano, Basuraj Bhowmik, Vikram Pakrashi et Alfredo Cigada. « Vibration Response-Based Damage Detection ». Dans Structural Health Monitoring Damage Detection Systems for Aerospace, 133–73. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-72192-3_6.
Texte intégralLi, Aiqun. « Isolation Bearing of Building Structure ». Dans Vibration Control for Building Structures, 259–312. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-40790-2_9.
Texte intégralYu, Wen, et Satyam Paul. « Structure Models in Bidirection ». Dans Active Control of Bidirectional Structural Vibration, 19–29. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-46650-3_2.
Texte intégralActes de conférences sur le sujet "Structure vibration"
Choura, Slim A. « Vibration Confinement in a Flexible Truss-Structure ». Dans ASME 1996 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1996. http://dx.doi.org/10.1115/imece1996-0907.
Texte intégralHuntington, D., et C. Lyrintzis. « Random vibration in aircraft landing gear ». Dans 37th Structure, Structural Dynamics and Materials Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1996. http://dx.doi.org/10.2514/6.1996-1360.
Texte intégralLiu, Hongjun, Jie Liu et Jun Teng. « Control-Structure Interaction in Structural Vibration Control ». Dans 11th Biennial ASCE Aerospace Division International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. Reston, VA : American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40988(323)196.
Texte intégralGaul, Lothar, et Jens Becker. « Vibration Reduction by Passive and Semi-Active Friction Joints ». Dans ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-65190.
Texte intégralGharib, Mohamed, et Mansour Karkoub. « An Experimental Study of Bi-Directional Structure Vibration Suppression Using LPC Impact Dampers ». Dans ASME 2016 Dynamic Systems and Control Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/dscc2016-9687.
Texte intégralChamis, Christos. « Probabilistic vibration assessment of composite engine fan blades ». Dans 37th Structure, Structural Dynamics and Materials Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1996. http://dx.doi.org/10.2514/6.1996-1357.
Texte intégralYashiro, Haruki, Ken-ichiro Suzuki, Yoshihiro Kajio, Ichiro Hagiwara et Akira Arai. « An Application of Structural-Acoustic Analysis to Car Body Structure ». Dans SAE Surface Vehicle Noise and Vibration Conference. 400 Commonwealth Drive, Warrendale, PA, United States : SAE International, 1985. http://dx.doi.org/10.4271/850961.
Texte intégralSnyder, David S., Matthew P. Kriss et Robert S. Thomas. « Improving Vehicle Body Structure NVH - An Experimental Approach ». Dans Noise & Vibration Conference & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States : SAE International, 1993. http://dx.doi.org/10.4271/931342.
Texte intégralMei, C. « Control of Vibration Flow at the Joint of an L-Shaped Frame ». Dans ASME 2007 International Mechanical Engineering Congress and Exposition. ASMEDC, 2007. http://dx.doi.org/10.1115/imece2007-43005.
Texte intégralKaoud, M., et J. Ari-Gur. « Vibration of annular circular plate with indeterminate ring support ». Dans 37th Structure, Structural Dynamics and Materials Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1996. http://dx.doi.org/10.2514/6.1996-1481.
Texte intégralRapports d'organisations sur le sujet "Structure vibration"
Boffo, C. Water Flow Vibration Effect on the NLC RF Structure - Girder System. Office of Scientific and Technical Information (OSTI), juillet 2004. http://dx.doi.org/10.2172/827304.
Texte intégralInman, Daniel J. Vibration Analysis and Control of an Inflatable Structure Using Smart Materials. Fort Belvoir, VA : Defense Technical Information Center, août 2004. http://dx.doi.org/10.21236/ada425363.
Texte intégralRockwell, Donald. Wake Structure, Loading and Vibration of Cylinders : Effects of Surface Nonuniformities and Unsteady Inflow. Fort Belvoir, VA : Defense Technical Information Center, janvier 2007. http://dx.doi.org/10.21236/ada460740.
Texte intégralJendrzejczyk, J. A., M. W. Wambsganss et R. K. Smith. General vibration monitoring : Coupling between the experimental hall structure and storage ring tunnel and basemat. Office of Scientific and Technical Information (OSTI), mars 1993. http://dx.doi.org/10.2172/10187058.
Texte intégralJunkins, John L. Optimization of Closed Loop Eigenvalues : Maneuvering, Vibration Control, and Structure/Control Design Iteration for Flexible Spacecraft. Fort Belvoir, VA : Defense Technical Information Center, mai 1986. http://dx.doi.org/10.21236/ada172716.
Texte intégralJendrzejczyk, J. A., M. W. Wambsganss et R. K. Smith. General vibration monitoring : Coupling between a storage ring tunnel I-beam support structure and the tunnel/basemat. Office of Scientific and Technical Information (OSTI), mars 1993. http://dx.doi.org/10.2172/10188941.
Texte intégralFarrar, C., W. Baker, J. Fales et D. Shevitz. Active vibration control of civil structures. Office of Scientific and Technical Information (OSTI), novembre 1996. http://dx.doi.org/10.2172/400183.
Texte intégralChen, Shoei-Sheng. Flow-Induced Vibration of Circular Cylindrical Structures. Office of Scientific and Technical Information (OSTI), juin 1985. http://dx.doi.org/10.2172/6331788.
Texte intégralChambers, David H. Acoustically Driven Vibrations in Cylindrical Structures. Office of Scientific and Technical Information (OSTI), octobre 2013. http://dx.doi.org/10.2172/1124822.
Texte intégralMiele, Sarah Ann, et Vivek Agarwal. Vibration-Based Non-Destructive Evaluation of Concrete Structures. Office of Scientific and Technical Information (OSTI), août 2019. http://dx.doi.org/10.2172/1546718.
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