• 제목/요약/키워드: Hybrid vibration control

검색결과 189건 처리시간 0.023초

향상된 성능을 갖는 혼합 d-step 예측기 설계 (Hybrid d-step prediction design with improved prediction performance)

  • 김윤선;윤주홍;박영진
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 2000년도 제15차 학술회의논문집
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    • pp.145-145
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    • 2000
  • In this paper, we propose a hybrid d-step predictor which is composed of an adaptive predictor and a Kalman predictor. We prove the performance limit of the proposed predictor. Simulation is conducted to examine the performance of the proposed predictor. Simulation results show that the proposed combined predictor is superior to the adaptive predictor and the Kalman predictor. Proposed predictor is used for prediction of gun tip vibration of k1 tank. The result is compared with that of conventional adaptive predictor.

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납-고무받침과 자기유변유체 감쇠기를 이용한 사장교의 내진제어 (Seismic Protection of Cable-stayed Bridges Using LRB and MR Damper)

  • 정형조;박규식;이인원
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2003년도 추계학술대회논문집
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    • pp.241-245
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    • 2003
  • This paper presents the LRB-based hybrid base isolation system employing additional semiactive control devices for seismic protection of cable-stayed bridges by examining the ASCE first generation benchmark problem for a cable-stayed bridge. In this study, ideal magnetorheological dampers (MRDs) are considered as additional semiactive control devices. Numerical simulation results show that the hybrid base isolation system is effective in reducing the structural responses of the benchmark cable-stayed bridge under the historical earthquakes considered. The simulation results also demonstrate that the hybrid base Isolation system employing semiactive MRDs is robust to the stiffness uncertainty of the structure. Therefore, the LRB-based hybrid base isolation system employing MRDs could be appropriate in real applications for full-scale civil infrastructures.

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하이브리드 중간층 지진격리시스템의 고층 건물 진동 제어 성능 평가 (Vibration Control Performance Evaluation of Hybrid Mid-Story Isolation System for a Tall Building)

  • 김현수;강주원
    • 한국공간구조학회논문집
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    • 제18권3호
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    • pp.37-44
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    • 2018
  • A base isolation system is widely used to reduce seismic responses of low-rise buildings. This system cannot be effectively applied to high-rise buildings because the initial stiffness of the high-rise building with the base isolation system maintains almost the same as the building without the base isolation system to set the yield shear force of the base isolation system larger than the design wind load. To solve this problem, the mid-story isolation system was proposed and applied to many buildings. The mid-story isolation system has two major objectives; first to reduce peak story drift and second to reduce peak drift of the isolation story. Usually, these two objectives are in conflict. In this study, a hybrid mid-story isolation system for a tall building is proposed. A MR (magnetorheological) damper was used to develop the hybrid mid-story isolation system. An existing building with mid-story isolation system, that is "Shiodome Sumitomo Building" a high rise building having a large atrium in the lower levels, was used for control performance evaluation of the hybrid mid-story isolation system. Fuzzy logic controller and genetic algorithm were used to develop the control algorithm for the hybrid mid-story isolation system. It can be seen from analytical results that the hybrid mid-story isolation system can provide better control performance than the ordinary mid-story isolation system and the design process developed in this study is useful for preliminary design of the hybrid mid-story isolation system for a tall building.

건축 구조물 제진용 대용량 하이브리드형 리니어 모터 댐퍼의 개발 (Development of a Large Capacity Hybrid-type Linear Motor Damper for the Vibration Control of Building Structures)

  • 정태영;임채욱;허영철;장석명;정상섭;김두훈;박해동
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2001년도 추계학술대회논문집 II
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    • pp.951-957
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    • 2001
  • A large capacity hybrid-type linear motor damper was designed and fabricated for the application to the vibration control of a large building structure model. It has been designed to be able to move the damper mass, 1,500kg up to $\pm$ 250mm strokes at the first mode natural frequency of the building structure model, 0.51Hz. Dynamic response characteristics of the fabricated damper were investigated by experimentally and analytically.

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건축구조물의 2방향 진동제어를 위한 TLMD 제어성능평가 (Performance Evaluation of Tuned Liquid Mass Damper for Reducing Bi-directional Responses of a Building Structure)

  • 허재성;이성경;박은천;이상현;김홍진;조지성;조봉호;민경원
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2008년도 춘계학술대회논문집
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    • pp.432-441
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    • 2008
  • In this study, the control performance of a Tuned Liquid Mass Damper(TLMD) manufactured to reduce the orthogonal bi-directional responses of building structures was experimentally evaluated. the TLMD using only one control device reduce bi-directional responses of building structures by making the TLMD behave as TMD and TLCD to the strong and weak axial direction of building structures. first, the control performance was evaluated by forcing sinusoidal waves to a test model that the TLMD is installed on the scale-downed building structure. Second, the real-time hybrid shaking table test was performed to evaluate the performance of the vibration control system made up of numerical part as a scale-downed building structural model and a physical experimental part as a TLMD. the superiority of bi-directional vibration control performance of the manufactured TLMD was verified by comparing the uncontrolled and controlled results of these tests.

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하이브리드 제어 알고리즘을 이용한 덕트내 능동소음제어 (Active Noise Control in a Duct System Using the Hybrid Control Algorithm)

  • 이유엽;박상길;오재응
    • 한국소음진동공학회논문집
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    • 제19권3호
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    • pp.288-293
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    • 2009
  • This study presents the active noise control of duct noise. The duct was excited by a steady-state harmonic and white noise force and the control was performed by one control speaker attached to surface of the duct. An adaptive controller based on filtered x LMS(FXLMS) algorithm was used and controller was defined by minimizing the square of the response of the error microphone. The assemble controller, which is called a hybrid ANC(active noise control) system, was combined with feedforward and feedback controller. The feedforward ANC attenuates primary noise that is correlated with the reference signal, while the feedback ANC cancels the narrowband components of the primary noise that are not observed by the reference sensor. Furthermore, in many ANC applications, the periodic components of noise are the most intense and the feedback ANC system has the effect of reducing the spectral peaks of the primary noise, thus easing the burden of the feedforward ANC filter.

지반 기진력을 받는 구조물의 진도제어를 위한 Hybrid Mass Damper의 유용성에 관한 연구 (A Study on the Applicability of Hybrid Mass Damper for the Vibration Control of the Structure under Base Excitation)

  • 문석준;임채욱;정태영;한성용
    • 한국지진공학회논문집
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    • 제5권4호
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    • pp.1-8
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    • 2001
  • 본 논문에서는 지반 기진력을 받는 5층의 시험 구조물의 전동 레벨을 줄이기 위해 AC 서보모터를 이용한 복합 질량 감쇠기를 설계 및 제작하여, 5층의 시험구조물을 랜덤 및 지진 파형으로 가진하였을 때의 복합 질량 감소기와 동조 질량 감쇠기의 효과 및 제어 성능을 실험을 통해 비교 분석하였다. 이를 통해 복합질량 감쇠기는 동조 질량 감쇠기에 비하여 특히 과도 상태의 지진이 구조물의 2개 모드 이상을 동시에 가진할 경우에 구조물의 진동을 줄임에 훨씬 더 유용함을 확인하였다.

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동수압 베어링으로 지지되는 연성축의 자기 베어링을 이용한 진동제어에 관한 연구 (A Study on the Vibration Control Using Magnetic Bearings of the Flexible Shaft Supported by Hydrodynamic Bearings)

  • 정성천;장인배;한동철
    • Tribology and Lubricants
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    • 제10권2호
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    • pp.43-50
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    • 1994
  • The hydrodynamic bearing is accepted in many rotating systems because it has a large load carrying capacity. But the anisotropic pressure distribution of the bearing can arise the unstable vibration phenomenon over a certain speed. The magnetic bearing is an active element so that the unstable phenomenon of the hydrodynamic bearing, which is induced by the anisotropic support pressure of the oil film, can be controlled if the control algorithm and the controller gains are chosen appropriately. In this study, we investigate the stabilization method of the hydrodynamic bearing system composing the hybrid bearing which is the single unit of hydrodynamic bearing and magnetic bearing. The load carrying conditions of the hybrid bearing is modelled by the sum of the stiffness and damping coefficients of the hydrodynamic and the magnetic bearings in each direction. The dynamics of the rotor is analyzed by the Finite Element Method and the stability limit is determined by the eigenvalues of the hybrid bearings and shaft system. The eigenvalue study of the system shows that the stability limit of the hybrid bearing is increased compared to that of the hydrodynamic bearing. A Small increment of the stiffness and damping coefficient of the hybrid bearings by the magnetic actuators can increase the stability limit of the system. In this paper we tried to show the design references of the hybrid bearings by using the nondimensional bearing parameters. The analysis results show the possibilities of the stability limit increment of the hydrodynamic bearing system by combining the magnetic bearing.

구속받는 3차원 유연 매니퓨레이터의 진동억제 제어 (Vibration Suppression Control of Constrained Spatial Flexible Manipulators)

  • 김진수;우찌야마마사루
    • 한국정밀공학회지
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    • 제17권7호
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    • pp.189-195
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    • 2000
  • For free motions, vibration suppression of flexible manipulators has been one of the hottest research topics. However, for constrained motions, a little effort has been devoted for vibration suppression control. Using the dependency of elastic deflections of links on contact force under static conditions, vibrations for constrained planar two-link flexible manipulators have been suppressed successfully by controlling the contact force. However, for constrained spatial multi-link flexible manipulators, the vibrations cannot be suppressed by only controlling the contact force. So, the aim of this paper is to clarify the vibration mechanism of a constrained, multi-DOF, flexible manipulator and to devise the suppression method. We apply a concise hybrid position/force control scheme to control a flexible manipulator modeled by lumped-parameter modeling method. Finally, a comparison between simulation and experimental results is presented to show the performance of our method.

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