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Littérature scientifique sur le sujet « Optimum Damper Arrangement »

Auteur : Grafiati

Publié le 7 juin 2025

Mis à jour le 2 août 2025

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Articles de revues sur le sujet "Optimum Damper Arrangement"

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Nabin, Acharya*. "Influence of Various Arrangements of Viscous Dampers on RCC Framed Buildings." International Journal of Scientific Research and Technology 2, no. 5 (2025): 124–46. https://doi.org/10.5281/zenodo.15345403.

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In recent years, there has been an increase in high-magnitude earthquakes, which has led to a need for research on seismic protection and its importance in safeguarding structures such as buildings and bridges. Adding supplementary damping to the structure can help reduce dynamic responses and base shear demand. Energy dissipation devices such as fluid viscous dampers (FVDs) are often used to mitigate structural sway during seismic activity. The proposed thesis aims to study the effect of a viscous damper on the seismic performance of RCC-framed buildings. In this study, 3-D models of Four and

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Amjadian, Mohsen, and Anil K. Agrawal. "Planar arrangement of permanent magnets in design of a magneto-solid damper by finite element method." Journal of Intelligent Material Systems and Structures 31, no. 7 (2020): 998–1014. http://dx.doi.org/10.1177/1045389x20905968.

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This article studies the energy dissipation mechanism of a proposed magneto-solid damper using a three-dimensional finite element model developed in COMSOL Multiphysics software. The energy dissipation mechanism of the magneto-solid damper dissipates energy through combined actions of friction and eddy current damping. The key components of the magneto-solid damper are a steel plate, two copper plates placed on two sides of the steel plate in parallel, and two planar arrays of permanent magnets each one placed between the steel plate and one of the copper plates. These arrays are kept away fro

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Baikhan, Sairam, D. Karunakar, G. Mallikarjuna Rao, and Oggu Praveen. "Optimization of Fluid Viscous Damper Diagonal & Combined Bracing Arrangement in G+9 RCC Structure." IOP Conference Series: Earth and Environmental Science 1086, no. 1 (2022): 012024. http://dx.doi.org/10.1088/1755-1315/1086/1/012024.

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Abstract earthquake event is changeable by nature, which has the capacity make devastating operational damage to a structure and collapse in due course which leads the huge loss of life and huge structure property loss. Because of this, much realization has initiated by many researchers for the progress of structural rheostat techniques such as passive controlling and active controlling system which are associated in the systems of Tuned Mass Damper, Fluid Viscous Dampers, Base Isolation inhibiters etc. In this study an experimentation has been carried by in view of G+9 reinforced concrete str

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Kawazoe, Keiji, Hiroki Muto, Toshihiko Aso, and Tadayoshi Aida. "Optimum Arrangement of Plural Tuned Mass Damper for Suppressing Several Vibration Modes of Beam." Doboku Gakkai Ronbunshu, no. 598 (1998): 75–83. http://dx.doi.org/10.2208/jscej.1998.598_75.

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Farghaly, Ahmed Abdelraheem, and Mahmoud Salem Ahmed. "Optimum Design of TMD System for Tall Buildings." ISRN Civil Engineering 2012 (August 13, 2012): 1–13. http://dx.doi.org/10.5402/2012/716469.

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As tall buildings keep becoming taller, they become more susceptible to dynamic excitations such as wind and seismic excitations. In this paper, design procedure and some current applications of tuned mass damper (TMD) are discussed. A symmetrical moment resistance frame (MRF) twenty storey three-dimensional model were modeled in SAP2000 and a TMD was placed on its top and through it to study its effects on the structural response due to seismic excitations and using time history analysis with and without the TMD. The study indicates that the response of structure such as storey displacements

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Li, Tao, Xun An Zhang, and Toi Limazie. "Viscous Dampers Installation Arrangement and Hysteresis Curve Characteristics Research on the Mega-Sub Controlled Structure System." Applied Mechanics and Materials 71-78 (July 2011): 1687–90. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.1687.

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This paper focuses on viscous dampers disposition schemes regarding the vibration control of the Mega-Sub Controlled Structure System (MSCSS) subjected to rare earthquake excitation. It is intended in this study to evaluate the dynamic characteristics of the MSCSS compared with the traditional mega frame structure. The optimum arranging scheme matched with dynamic characteristics of MSCSS is given by analyzing the dynamic responses of the structure with different arrangements of viscous dampers on structure. Characteristics of hysteresis curve of viscous dampers in the optimum scheme are also

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Li, Zongjing, Junle Wang, Chen Li, and Jing Cao. "Optimum Arrangement of TADAS Dampers for Seismic Drift Control of Buildings Using Accelerated Iterative Methods." Buildings 13, no. 11 (2023): 2720. http://dx.doi.org/10.3390/buildings13112720.

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Triangular added-damping-and-stiffness (TADAS) dampers are reliable passive control devices for earthquake-excited buildings. The arrangement of TADAS dampers in buildings is essentially the allocation of triangular energy dissipation plates (TEDPs) among different stories, which directly influence the passive control effect and the construction cost. This paper proposes four iterated methods to achieve the optimum arrangement of TADAS dampers for seismic drift control of buildings, including the regular iterative method (RIM), the accelerated iterative method (AIM), and two modified accelerat

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KAGEYAMA, Mitsuru, Yuzuru YASUI, and Kazuto SETO. "A STUDY ON THE OPTIMUM ARRANGEMENT OF CONNECTING SPRINGS AND DAMPERS FOR MULTI-MODE VIBRATION CONTROL." Journal of Structural and Construction Engineering (Transactions of AIJ) 65, no. 538 (2000): 79–86. http://dx.doi.org/10.3130/aijs.65.79_7.

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KAGEYAMA, Mitsuru, Yuzuru YASUI, and Kazuto SETO. "321 A Study on the Optimum Arrangement of Connecting Springs and Dampers for Multi-mode Vibration Control." Proceedings of the Symposium on the Motion and Vibration Control 2001.7 (2001): 417–20. http://dx.doi.org/10.1299/jsmemovic.2001.7.417.

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Nur, Ansiha, Puti Sri Komala, and Uttiya Annisa D. "Penyisihan Senyawa Organik pada Air Limbah Tahu Menggunakan Proses Elektrokoagulasi Pasangan Elektroda Aluminium." Dampak 17, no. 2 (2020): 62–71. https://doi.org/10.25077/dampak.17.2.62-71.2020.

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This study aims to determine the efficiency of organic removal in the form of Chemical Oxygen Demand (COD), Nitrate (NO3), and TSS of tofu wastewater with electrocoagulation process of aluminum electrode pairs with the monopolar arrangement. A two liters batch reactor and aluminum electrode (aluminum content of 95.7%) were used. Variations in current density (21 - 104 A / m2) and contact time (2 - 60 minutes). The optimum conditions were obtained at a current density of 104 A / m2 in 10, 15, and 2 minutes for COD, NO3, and TSS, respectively. The optimum removal efficiency for COD, NO3, and TSS

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Actes de conférences sur le sujet "Optimum Damper Arrangement"

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Li, Shilong, and Jiong Tang. "Analysis and Optimal Placement of Particle Dampers Based on Discrete Element Simulation." In ASME 2015 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/detc2015-47700.

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Particle damper is formed by granular particles enclosed in a container which is attached to or embedded in a vibrating structure. The energy dissipation mechanism of a particle damper is highly nonlinear, and derived from a combination of collision/impact and friction among particles and between particles and the enclosure. Meanwhile, the coupling between particle dampers and the host structure and among multiple dampers further increases the difficulty to analyze the particle damping performance. In this paper, a new coupling method is developed to integrate the continuous host system with m

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Panning, Lars, Walter Sextro, and Karl Popp. "Optimization of Interblade Friction Damper Design." In ASME Turbo Expo 2000: Power for Land, Sea, and Air. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/2000-gt-0541.

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The vibration amplitudes of bladed disk assemblies can be reduced significantly by means of friction damping devices such as shrouds, damping wires and interblade friction dampers. In practice, interblade friction dampers are applied in rotating arrangements with various geometries showing curved or flat surfaces like so-called wedge-shaped dampers. This paper is focusing on a computation method to predict the dynamical behaviour of turbine blades with friction dampers including both, curved and wedge-shaped dampers with Hertzian and non-Hertzian contact conditions, respectively. The presented

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Chen, Hongwei, Liming Yin, Xiaopei Liu, Mingmin Chen, and Dong Yang. "On the Optimum Distribution of Multiple Helmholtz Resonators for Annular Combustors." In ASME Turbo Expo 2024: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/gt2024-127023.

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Abstract The combustors of many modern land-based gas turbines and aero-engines are annular. This kind of combustors often suffer from thermoacoustic oscillations, with the occurrence of mostly the circumferential first-order, second-order and third-order oscillation modes in the annular combustion chamber. This could cause severe pressure oscillations in the combustor, which may increase noise and NOx emissions, affect the safe operation of the engine and even cause irreversible damages to the structure. To solve this problem, passive control methods are widely used — adding passive acoustic

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Zhao, Xin, Yuzhou Hou, Jianan Chen, and Yutong Xu. "Wind Induced Response Analysis and Vibration Mitigation Design for Steel Tall Buildings Equipped with Viscous Dampers." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.0249.

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<p>The wind induced response of the steel tall building is obvious. Controlling the wind induced response of steel tall building can effectively improve the comfort, stiffness and strength performance of the structure. A large number of studies have shown that equipping damping device is a more effective wind-induced vibration control measure than increasing the structure stiffness. Viscous damps can achieve multi-load and multi-performance structure vibration reduction and have a very broad engineering application prospect. In this paper, the wind induced response of steel tall building

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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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