• Title/Summary/Keyword: 구조진동제어

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Sound Radiation Analysis for Structural Vibration Noise Control of Tire Under the Action of Random Moving Line Forces (불규칙 이동분포하중을 받는 타이어의 구조 진동 소음 제어를 위한 음향방사 해석)

  • 김병삼;이성철
    • Journal of KSNVE
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    • v.5 no.2
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    • pp.169-181
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    • 1995
  • A theoretical model has been studied to describe the sound radiation analysis for structural vibration noise control of tire under the action of random moving line forces. When a tire is analyzed, it has been modeled as a curved beam with distributed springs and dash-pots which represent the radial, tangential stiffness and damping of tire, respectively. The reaction due to fluid loading on the vibratory response of the curved beam is taken into account. The curved beam is assumed to occupy the plane y = 0 and to be axially infinite. The material of curved beam and elastic foundation are assumed to be lossless, and governed by the law of Bernoulli-Euler beam theory. The expression for sound power is integrated numerically and its results examined as a function of Mach number(M), wavenumber ratio(.gamma.) and stiffness factor(.PSI.). The experimental investigation for structural vibration noise of tire under the action of random moving line forces has been made. Based on the STSF(Spatial Transformation of Sound Field) techniques, the sound power and sound radiation are measured. The experimental results show that operating condition, material properties and design factors of the tire have a great effect on the sound power and sound radiation characteristics.

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Passive Damping Enhancement of Composite Beam Using Piezo Ceramic Connected to External Electrical Networks (외부 회로가 연결된 압전 세라믹을 이용한 복합재 보의 수동 감쇠 개선)

  • Yang, Seung-Man;Kim, Do-Hyung;Han, Jae-Hung;Lee, In
    • Composites Research
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    • v.12 no.2
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    • pp.1-9
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    • 1999
  • The piezoelectric material connected to external electric networks possesses frequency dependent stiffness and loss factor which are also affected by the shunting circuit. The external electric networks are generally specialized for two shunting circuits: one is the case of a resistor alone and the other is the combination of a resistor and an inductor. For resistive shunting, the material properties exhibit frequency dependency similar to viscoelastic materials, but are much stiffer and more independent of temperature. Shunting with a resistor and inductor introduces an electrical resonance, which can change the characteristics of structural resonance optimally in a manner analogous to a PMD (proof mass damper). Passive damping enhancement of composite beam using piezoelectric material connected to external electrical networks is achieved and presented in this paper.

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Consideration on Limitations of Square and Cube Root Scaled Distances in Controled Blast Design (제어발파설계에서 자승근 및 삼승근 환산거리 기법의 적용한계에 대한 고찰)

  • Choi, Byung-Hee;Ryu, Chang-Ha;Jeong, Ju-Hwan
    • Explosives and Blasting
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    • v.28 no.1
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    • pp.27-39
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    • 2010
  • Blast design equations based on the concept of scaled distances can be obtained from the statistical analysis on measured peak particle velocity data of ground vibrations. These equations represents the minimum scale distance of various recommendations for safe blasting. Two types of scaled distance widely used in Korea are the square root scaled distance (SRSD) and cube root scaled distance (CRSD). Thus, the design equations have the forms of $D/\sqrt{W}{\geq}30m/kg^{1/2}$ and $D/\sqrt[3]{W}{\geq}60m/kg^{1/3}$ in the cases of SRSD and CRSD, respectively. With these equations and known distance, we can calculate the maximum charge weight per delay that can assure the safety of nearby structures against ground vibrations. The maximum charge weights per delay, however, are in the orders of $W=O(D^2)$ and $W=O(D^3)$ for SRSD and CRSD, respectively. So, compared with SRSD, the maximum charge for CRSD increases without bound especially after the intersection point of these two charge functions despite of the similar goodness of fits. To prevent structural damage that may be caused by the excessive charge in the case of CRSD, we suggest that CRSD be used within a specified distance slightly beyond the intersection point. The exact limit is up to the point, beyond which the charge difference of SRSD and CRSD begins to exceed the maximum difference between the two within the intersection point.

Analysis of Applicability of Active Noise Control (ANC) technique for Reducing Inter-Floor Noise in Apartment Buildings (공동주택 층간소음 저감을 위한 능동소음제어(ANC) 기술 적용가능성 분석)

  • Nam, Jin-Won;Kim, Ho-Jin;Kim, Jun-Hwan;Wee, Hyuk;Kim, Joong-Kwan
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.5
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    • pp.49-56
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    • 2022
  • In this study, numerical simulations for reducing noise between floors in an apartment building was carried out using Active Noise Control (ANC) technology. In order to examine the feasibility of using ANC to reduce noise between floors, accelerometers and microphones for noise collection were installed in the inter-floor noise test facility to measure noise and vibration caused by the impact ball drop test. By using the measured data, Filtered-x Least Mean Square (Fx-LMS) algorithm-based ANC simulations were carried out. In the simulations, after deriving optimal simulation conditions including the adaptive control convergence coefficient, the noise reduction effect was analyzed through numerical simulations using the number of installed accelerometers and speakers as variables. Finally, it was confirmed that the noise between floors could be reduced using ANC technology under limited conditions.

Lifetime Seismic Risk of Offshore Structures with a Built-in Vibration Control Device (제진장치 설치 해양구조물의 생애주기 지진위험도)

  • Kim, Dong-Hyawn
    • Journal of Ocean Engineering and Technology
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    • v.24 no.5
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    • pp.48-54
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    • 2010
  • The analysis of the seismic risk of an offshore structure with a control device is presented. First, a probability density function was developed to represent seismic hazard, and seismic fragility under artificial earthquake conditions was determined. Fragility curves for an offshore structure with both passive and active control devices were determined. Displacement criteria were set to evaluate the performance of the structure. Based on numerical analysis, the seismic risk to the structure was considerably reduced when the structure had a seismic control device. The seismic risk to the actively controlled structure was decreased by 80% compared to the uncontrolled case. Reasonable performance evaluations of offshore structure with control devices can be conducted through risk analysis.

On-line Tracking of Harmonic Torque Feedforward for Torque Ripple Reduction of PMSM (영구자석 동기 전동기의 토크 리플 저감을 위한 고조파 토크 피드포워드의 실시간 추적)

  • Lee, Junhyeong;Lee, Jun;Ha, Jung-Ik
    • Proceedings of the KIPE Conference
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    • 2019.11a
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    • pp.10-12
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    • 2019
  • 영구자석 동기 전동기는 높은 효율과 전력 밀도 등의 장점때문에 자동차나 엘리베이터 등 다양한 산업 분야에서 사용되고 있다. 영구자석 동기 전동기의 구동에는 여러가지 이유로 인해 고조파 토크 리플이 존재한다. 이러한 토크 리플은 속도 리플을 유발하여 소음이나 진동의 원인이 되며, 그 분포가 전동기의 구조나 운전점에 따라 변화하기 때문에 제어 성능에 매우 큰 영향을 준다. 본 연구에서는 영구자석 동기 전동기의 운전점에 따라 변화하는 토크 리플을 상쇄하기 위해 주입할 최적의 고조파 토크를 실시간으로 추적하는 방법을 제안한다. 제안된 방법에서는 속도 제어 중 토크 리플에 의해 발생하는 속도 리플을 적분하여 평가지표로 삼고, 속도 리플이 감소하는 방향으로 주입할 고조파 토크의 크기와 위상을 조정한다. 이 방법은 제정수 추출이나 회전자의 위치 별 토크 테이블 없이 운전 조건의 변화에 따라 토크 리플의 최적 보상점을 추적한다는 장점이 있다. 제안된 방법의 효과는 시뮬레이션을 통해 검증되었다.

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A Study on the Vibration Control of Multi-story Structure Using Neural Network Predictive Control System (신경회로망 예측 제어시스템을 이용한 다층 구조물의 진동제어에 관한 연구)

  • 조현철;이진우;이영진;이권순
    • Proceedings of the Korean Institute of Intelligent Systems Conference
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    • 1998.10a
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    • pp.324-329
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    • 1998
  • In this paper, neural networks predictive PID (NNPPID) control system is proposed to reduce the vibration of structure. NNPPID control system is made up predictor, controller, and self-tuner to yield the optimal parameters of controller. The neural networks predictor forecasts the future outputs based on present input and output of structure. The controller is PID type whose parameters are yielded by neural networks self tuning algorithm. Computer simulations show displacements of multi-story structures applied to NNPPID system about environmental load-wind forces and earthquakes.

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A Vibration Control of Building Structure using Neural Network Predictive Controller (신경회로망 예측 제어기를 이용한 건축 구조물의 진동제어)

  • Cho, Hyun-Cheol;Lee, Young-Jin;Kang, Suk-Bong;Lee, Kwon-Soon
    • The Transactions of the Korean Institute of Electrical Engineers A
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    • v.48 no.4
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    • pp.434-443
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    • 1999
  • In this paper, neural network predictive PID (NNPPID) control system is proposed to reduce the vibration of building structure. NNPPID control system is made up predictor, controller, and self-tuner to yield the parameters of controller. The neural networks predictor forecasts the future output based on present input and output of building structure. The controller is PID type whose parameters are yielded by neural networks self-tuning algorithm. Computer simulations show displacements of single and multi-story structure applied to NNPPID system about disturbance loads-wind forces and earthquakes.

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Active Vibration Control of a Precision Equipment on Flying Vehicle Structure (비행 구조물에 탑재된 정밀 기기의 능동 진동 제어)

  • Lee, Jae-Hong;Yu, Jin-Hyeong;Park, Yeong-Pil
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.23 no.11 s.170
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    • pp.1912-1921
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    • 1999
  • The equipments mounted on guided-missile undertake heavy vibrational disturbance. Sometimes the equipments mounted on guided-missile go wrong so that the guided-missile flies over unintended place. For the vibration isolation of the equipments mounted on guided-missile, active vibration control was performed. In the case of active vibration technique, the stiffness matrix and the mass matrix are derived based on FEM (ANSYS5.0). Model reduction was carried out and, as a result, we got 7 DOF mass and stiffness matrix. For the sake of FEM model identification, modal experiment was carried out. With the help of Sensitivity Analysis, the natural frequencies of FEM were tuned to those of Experiment. In this work, the Sky Hook and the LQG control theory were adopted for v iteration control using stacked piezoactuator. Experiments were performed with changing excitation frequency from 10 Hz upto 200 Hz and we got frequency response function of guided-missile equipments. The magnitude of 3rd mode of guided-missile equipments is 8.6 % that of Uncontrolled in Skyhook controller and is 3.4 % that of uncontrolled in LQG controller.

Design of Vehicle Control Algorithm and Engine-generator Control for Drivability of Range-extended Electric Vehicle (주행거리 연장형 전기자동차의 차량제어 알고리즘 설계 및 운전성 확보를 위한 엔진 발전시스템 제어)

  • Park, Youngkug
    • Transactions of the Korean Society of Automotive Engineers
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    • v.24 no.6
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    • pp.649-659
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    • 2016
  • This paper describes control algorithm and control structure of vehicle control unit for range-extended electric vehicle equipped with engine-generator system, and specially presents methods which determine optimal operating points and decreases a vibration or a shock for operating the engine-generating system. The vehicle control algorithm is consisted of several parts which are sequence control, calculation of wheel demand torque, determination of operating points, and management of operating points and so vehicle controller has be made possible to efficiently manage calibration parameters. The control algorithm is evaluated by driving test modes, launching performance and operating engine-generator system and so on. In conclusion, this paper present methods for extending a mileage, improving a launching performance and reducing vibration or shock when the engine-generating system is starting or is stopping.