Auswahl der wissenschaftlichen Literatur zum Thema „Structure vibration“
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Zeitschriftenartikel zum Thema "Structure vibration"
Lian, Jijian, Yan Zheng, Chao Liang und Bin Ma. „Analysis for the Vibration Mechanism of the Spillway Guide Wall Considering the Associated-Forced Coupled Vibration“. Applied Sciences 9, Nr. 12 (25.06.2019): 2572. http://dx.doi.org/10.3390/app9122572.
Der volle Inhalt der QuelleZhao, Ming Hui. „Vibration Analysis of a Shell Structure by Finite Element Method“. Advanced Materials Research 591-593 (November 2012): 1929–33. http://dx.doi.org/10.4028/www.scientific.net/amr.591-593.1929.
Der volle Inhalt der QuelleBeltran-Carbajal, Francisco, Hugo Francisco Abundis-Fong, Luis Gerardo Trujillo-Franco, Hugo Yañez-Badillo, Antonio Favela-Contreras und Eduardo Campos-Mercado. „Online Frequency Estimation on a Building-like Structure Using a Nonlinear Flexible Dynamic Vibration Absorber“. Mathematics 10, Nr. 5 (24.02.2022): 708. http://dx.doi.org/10.3390/math10050708.
Der volle Inhalt der QuelleXuan, Yan, Linyun Xu, Guanhua Liu und Jie Zhou. „The Potential Influence of Tree Crown Structure on the Ginkgo Harvest“. Forests 12, Nr. 3 (19.03.2021): 366. http://dx.doi.org/10.3390/f12030366.
Der volle Inhalt der QuelleTrujillo-Franco, Luis Gerardo, Nestor Flores-Morita, Hugo Francisco Abundis-Fong, Francisco Beltran-Carbajal, Alejandro Enrique Dzul-Lopez und Daniel Eduardo Rivera-Arreola. „Oscillation Attenuation in a Building-like Structure by Using a Flexible Vibration Absorber“. Mathematics 10, Nr. 3 (18.01.2022): 289. http://dx.doi.org/10.3390/math10030289.
Der volle Inhalt der QuelleSzulej, Jacek, und Paweł Ogrodnik. „Determining the level of damping vibration in bridges and footbridges“. Budownictwo i Architektura 15, Nr. 1 (01.04.2016): 095–103. http://dx.doi.org/10.24358/bud-arch_16_151_10.
Der volle Inhalt der QuelleSugakov, V. I. „Fine structure of thermoluminescence assisted by molecular vibrations in disordered organic semiconductors“. Journal of Physics: Condensed Matter 34, Nr. 18 (02.03.2022): 185703. http://dx.doi.org/10.1088/1361-648x/ac50d9.
Der volle Inhalt der QuelleXu, Yuan, Hui Li, Jue Hou, Liming Zhu und Lingkun Chen. „Newly Constructed Subway on Over-Track Bridge Safety and Vibration Reduction Measure“. Advances in Civil Engineering 2024 (16.05.2024): 1–12. http://dx.doi.org/10.1155/2024/5851849.
Der volle Inhalt der QuelleMroz, A., A. Orlowska und J. Holnicki-Szulc. „Semi-Active Damping of Vibrations. Prestress Accumulation-Release Strategy Development“. Shock and Vibration 17, Nr. 2 (2010): 123–36. http://dx.doi.org/10.1155/2010/126402.
Der volle Inhalt der QuelleShen, Y. X., Ke Hua Zhang, Y. C. Chen, H. W. Zhu und K. Fei. „Numerical Simulation Analysis of Vibrating Screen’s Structure Vibration Property“. Advanced Materials Research 215 (März 2011): 272–75. http://dx.doi.org/10.4028/www.scientific.net/amr.215.272.
Der volle Inhalt der QuelleDissertationen zum Thema "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.
Der volle Inhalt der QuelleKari, Leif. „Structure-borne sound properties of vibration isolators /“. Stockholm, 1998. http://www.lib.kth.se/abs98/kari0312.pdf.
Der volle Inhalt der QuelleSénéchal, 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.
Der volle Inhalt der QuellePurohit, Ashish. „Aeroacoustics of a vibrating structure in flow“. Thesis, IIT Delhi, 2016. http://localhost:8080/iit/handle/2074/7077.
Der volle Inhalt der QuelleSun, Xiangkun. „Elastic wave propagation in periodic structures through numerical and analytical homogenization techniques“. Thesis, Lyon, 2016. http://www.theses.fr/2016LYSEC041/document.
Der volle Inhalt der QuelleIn 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.
Der volle Inhalt der QuelleBaran, 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.
Der volle Inhalt der Quelles 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.
Der volle Inhalt der QuelleMICROFICHE 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.
Der volle Inhalt der QuelleThis 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.
Der volle Inhalt der QuelleThis 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
Bücher zum Thema "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.
Den vollen Inhalt der Quelle findenPressure 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.
Den vollen Inhalt der Quelle findenKnippenberg, P. H. Structure and Dynamics of RNA. Boston, MA: Springer US, 1986.
Den vollen Inhalt der Quelle findenP, Townsend Dennis, Coy John J, United States. Army Aviation Systems Command. und United States. National Aeronautics and Space Administration., Hrsg. Minimization of the vibration energy of thin-plate structure. [Washington, DC: National Aeronautics and Space Administration, 1992.
Den vollen Inhalt der Quelle findenSiskind, D. E. Blast vibration measurements near and on structure foundations. Avondale, Md: U.S. Dept. of the Interior, Bureau of Mines, 1985.
Den vollen Inhalt der Quelle findenM, Heckl, und Petersson B. A. T, Hrsg. Structure-borne sound: Structural vibrations and sound radiation at audio frequencies. 3. Aufl. Berlin: Springer, 2005.
Den vollen Inhalt der Quelle findenM, Heckl, Hrsg. Structure-borne sound: Structural vibrations and sound radiation at audio frequencies. 2. Aufl. Berlin: Springer-Verlag, 1988.
Den vollen Inhalt der Quelle findenFlaga, 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.
Den vollen Inhalt der Quelle findenBanakh, Liudmila Ya. Vibrations of mechanical systems with regular structure. Heidelberg: Springer, 2010.
Den vollen Inhalt der Quelle findenGöran, Sandberg, und Ohayon R, Hrsg. Computational aspects of structural acoustics and vibration. Wien: Springer, 2008.
Den vollen Inhalt der Quelle findenBuchteile zum Thema "Structure vibration"
Huang, Weiping, Xuemin Wu, Juan Liu und Xinglan Bai. „Vibration of Structure“. In Dynamics of Deepwater Riser, 73–108. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2888-7_3.
Der volle Inhalt der QuelleSrbulov, Milutin. „Foundation and Structure Effects“. In Ground Vibration Engineering, 85–102. Dordrecht: Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-90-481-9082-9_5.
Der volle Inhalt der QuelleJaiman, Rajeev, Guojun Li und Amir Chizfahm. „Thin Structure Aeroelasticity“. In Mechanics of Flow-Induced Vibration, 899–928. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8578-2_17.
Der volle Inhalt der QuelleYu, Wen, und Satyam Paul. „Active Structure Control“. In 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.
Der volle Inhalt der QuelleBarnes, R. B., L. G. Bonner und E. U. Condon. „Vibration Spectra and Molecular Structure“. In 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.
Der volle Inhalt der QuelleXue, Tianfan, Jiajun Wu, Zhoutong Zhang, Chengkai Zhang, Joshua B. Tenenbaum und William T. Freeman. „Seeing Tree Structure from Vibration“. In Computer Vision – ECCV 2018, 762–79. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01240-3_46.
Der volle Inhalt der QuelleHuang, Wei, und Jian Xu. „Vibration Control for Equipment-Structure“. In 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.
Der volle Inhalt der QuelleLimongelli, Maria Pina, Emil Manoach, Said Quqa, Pier Francesco Giordano, Basuraj Bhowmik, Vikram Pakrashi und Alfredo Cigada. „Vibration Response-Based Damage Detection“. In 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.
Der volle Inhalt der QuelleLi, Aiqun. „Isolation Bearing of Building Structure“. In Vibration Control for Building Structures, 259–312. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-40790-2_9.
Der volle Inhalt der QuelleYu, Wen, und Satyam Paul. „Structure Models in Bidirection“. In 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.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Structure vibration"
Choura, Slim A. „Vibration Confinement in a Flexible Truss-Structure“. In ASME 1996 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1996. http://dx.doi.org/10.1115/imece1996-0907.
Der volle Inhalt der QuelleHuntington, D., und C. Lyrintzis. „Random vibration in aircraft landing gear“. In 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.
Der volle Inhalt der QuelleLiu, Hongjun, Jie Liu und Jun Teng. „Control-Structure Interaction in Structural Vibration Control“. In 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.
Der volle Inhalt der QuelleGaul, Lothar, und Jens Becker. „Vibration Reduction by Passive and Semi-Active Friction Joints“. In ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-65190.
Der volle Inhalt der QuelleGharib, Mohamed, und Mansour Karkoub. „An Experimental Study of Bi-Directional Structure Vibration Suppression Using LPC Impact Dampers“. In ASME 2016 Dynamic Systems and Control Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/dscc2016-9687.
Der volle Inhalt der QuelleChamis, Christos. „Probabilistic vibration assessment of composite engine fan blades“. In 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.
Der volle Inhalt der QuelleYashiro, Haruki, Ken-ichiro Suzuki, Yoshihiro Kajio, Ichiro Hagiwara und Akira Arai. „An Application of Structural-Acoustic Analysis to Car Body Structure“. In SAE Surface Vehicle Noise and Vibration Conference. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1985. http://dx.doi.org/10.4271/850961.
Der volle Inhalt der QuelleSnyder, David S., Matthew P. Kriss und Robert S. Thomas. „Improving Vehicle Body Structure NVH - An Experimental Approach“. In Noise & Vibration Conference & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1993. http://dx.doi.org/10.4271/931342.
Der volle Inhalt der QuelleMei, C. „Control of Vibration Flow at the Joint of an L-Shaped Frame“. In ASME 2007 International Mechanical Engineering Congress and Exposition. ASMEDC, 2007. http://dx.doi.org/10.1115/imece2007-43005.
Der volle Inhalt der QuelleKaoud, M., und J. Ari-Gur. „Vibration of annular circular plate with indeterminate ring support“. In 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.
Der volle Inhalt der QuelleBerichte der Organisationen zum Thema "Structure vibration"
Boffo, C. Water Flow Vibration Effect on the NLC RF Structure - Girder System. Office of Scientific and Technical Information (OSTI), Juli 2004. http://dx.doi.org/10.2172/827304.
Der volle Inhalt der QuelleInman, Daniel J. Vibration Analysis and Control of an Inflatable Structure Using Smart Materials. Fort Belvoir, VA: Defense Technical Information Center, August 2004. http://dx.doi.org/10.21236/ada425363.
Der volle Inhalt der QuelleRockwell, Donald. Wake Structure, Loading and Vibration of Cylinders: Effects of Surface Nonuniformities and Unsteady Inflow. Fort Belvoir, VA: Defense Technical Information Center, Januar 2007. http://dx.doi.org/10.21236/ada460740.
Der volle Inhalt der QuelleJendrzejczyk, J. A., M. W. Wambsganss und 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), März 1993. http://dx.doi.org/10.2172/10187058.
Der volle Inhalt der QuelleJunkins, 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.
Der volle Inhalt der QuelleJendrzejczyk, J. A., M. W. Wambsganss und 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), März 1993. http://dx.doi.org/10.2172/10188941.
Der volle Inhalt der QuelleFarrar, C., W. Baker, J. Fales und D. Shevitz. Active vibration control of civil structures. Office of Scientific and Technical Information (OSTI), November 1996. http://dx.doi.org/10.2172/400183.
Der volle Inhalt der QuelleChen, Shoei-Sheng. Flow-Induced Vibration of Circular Cylindrical Structures. Office of Scientific and Technical Information (OSTI), Juni 1985. http://dx.doi.org/10.2172/6331788.
Der volle Inhalt der QuelleChambers, David H. Acoustically Driven Vibrations in Cylindrical Structures. Office of Scientific and Technical Information (OSTI), Oktober 2013. http://dx.doi.org/10.2172/1124822.
Der volle Inhalt der QuelleMiele, Sarah Ann, und Vivek Agarwal. Vibration-Based Non-Destructive Evaluation of Concrete Structures. Office of Scientific and Technical Information (OSTI), August 2019. http://dx.doi.org/10.2172/1546718.
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