• 제목/요약/키워드: decentralized and centralized control

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정보기술구조유형이 경영성과에 미치는 영향 - 조직구조와 통제시스템의 조절효과를 중심으로 - (Influences of Information Technology Structure Taxonomy on Business Performance - Moderating Effect of Organization Structure and Control System -)

  • 김문식
    • Asia pacific journal of information systems
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    • 제9권1호
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    • pp.17-38
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    • 1999
  • While the value of information technology has long been a hot issue, few solid results have been found as of yet. It is partly due to methodological factors and model underspecifcation. This study empirically develops a ITS(information technology structure) taxonomy and investigates the relationships between ITS taxonomy and business performance in the Korean firms. Among factors that impact business performance, organization structure and control system are selected and they are hypothesized to moderate-the relationships between ITS taxonomy and business performance. By surveying 91 manufacturing firms and applying hierarchical cluster analysis, four ITS are identified : centralized, decentralized, centralized cooperative, decentralized cooperative. ANOVA, correlation analysis and crosstable analysis say the presence of moderating effect of organization structure and control system. Cooperative ITS is best in business performance. Centralized ITS is related to functional organizational form. Decentralized ITS is related to product organizational form with decentralized decision making, Centralized cooperative ITS is related to matrix organizational form. Decentralized cooperative ITS is related to matrix organizational form with high integration. These findings have implications for the opportunities and challenges to match information technology with organization structure and control system.

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내부 불평형 기진력을 갖는 원통형 구조물의 능동진동제어 (Active Vibration Control of Shell Structure Subjected to Internal Unbalanced Excitation)

  • 김승기;정우진;배수룡;이상규;곽문규
    • 한국소음진동공학회논문집
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    • 제27권2호
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    • pp.195-203
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    • 2017
  • This paper is concerned with the active vibration control of shell structure that is subjected to internal unbalanced excitation by using active mounts and accelerometers. The unbalanced excitation is caused by a rotating unbalanced mass. The control algorithm considered in this study is the negative acceleration feedback (NAF) control. A simplified dynamic model was derived to verify the effectiveness of the NAF control. Four actuators and four accelerometers were mounted on the shell structure, so that the multiple-input and multiple-output (MIMO) NAF controller was designed by both centralized and decentralized ways. Numerical results show that both the decentralized and centralized NAF controllers are effective. Based on the numerical simulation, the proposed decentralized NAF controller was applied to the real shell structure. Experimental results show that the proposed decentralized NAF controller can effectively suppress vibrations of the shell structure.

Complete decentralized displacement control algorithm

  • Ruiz-Sandoval, M.E.;Morales, E.
    • Smart Structures and Systems
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    • 제11권2호
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    • pp.163-183
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    • 2013
  • Control systems have been greatly studied in recent years and can be classified as: passive, active, semi-active or hybrid systems. Most forms of control systems have been applied in a centralized manner where all the information is sent to a central node where control the algorithm is then calculated. One of the possible problems of centralized control is the difficulty to scale its application. In this paper, a completely decentralized control algorithm is analytically implemented. The algorithm considers that each of the control systems makes the best decision based solely on the information collected at its location. Semi-active control is used in preference to active control because it has minimal energy consumption, little to no possibility of destabilization, a reduction in the possibility of data saturation, and a reduction in the response time in comparison to centralized control.

Decentralized energy market-based structural control

  • Lynch, Jerome Peter;Law, Kincho H.
    • Structural Engineering and Mechanics
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    • 제17권3_4호
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    • pp.557-572
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    • 2004
  • Control systems are used to limit structural lateral deflections during large external loads such as winds and earthquakes. Most recently, the semi-active control approach has grown in popularity due to inexpensive control devices that consume little power. As a result, recently designed control systems have employed many semi-active control devices for the control of a structure. In the future, it is envisioned that structural control systems will be large-scale systems defined by high actuation and sensor densities. Decentralized control approaches have been used to control large-scale systems that are too complex for a traditional centralized approach, such as linear quadratic regulation (LQR). This paper describes the derivation of energy market-based control (EMBC), a decentralized approach that models the structural control system as a competitive marketplace. The interaction of free-market buyers and sellers result in an optimal allocation of limited control system resources such as control energy. The Kajima-Shizuoka Building and a 20-story benchmark structure are selected as illustrative examples to be used for comparison of the EMBC and centralized LQR approaches.

분산제어식 응답의존형 MR 감쇠기를 이용한 구조물의 지진응답제어 (Seismic Response Control of Structures Using Decentralized Response-Dependent MR Dampers)

  • 윤경조;민경원;이상현
    • 한국전산구조공학회논문집
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    • 제20권6호
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    • pp.761-767
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    • 2007
  • 건축 및 토목 구조물의 진동 제어분야에서 중앙집중식 제어방식은 주어진 목표응답수준을 만족시키기 위해서 전력공급, 센서, 그리고 감쇠기 등을 포함하는 복잡한 제어시스템을 구축하고 유지하는 노력이 필요하고, 구조물 유한요소모델의 큰차수, 모델의 불확실성, 가력장치의 제한 등의 이유로 적용성의 한계가 있다. 본 논문에서는 센서 혹은 컴퓨터없이 준능동 MR 감쇠기가 설치된 층만의 정보에 의해 제어력이 생성되는 분산제어식 응답의존형 MR 감쇠기가 제안하였다. 제안된 분산제어식 응답의존형 MR 감쇠기는 구조물의 층전단력에 대한 가변마찰력 크기 비의 변화에 따라 지진하중을 받는 구조물의 제어성능이 수동인 경우와 비선형 시간이력해석을 통해 비교 평가되었다. 마지막으로 일반 제어이론에서 널리 이용되는 중앙집중식 LQR 알고리듬과 본 논문에서 제안된 분산제어식 응답의존형 MR감쇠기가 3층 전단형 구조물을 대상으로 수치해석을 통해 비교 평가됨으로써 제안된 알고리즘의 유효성을 검증하였다.

Robust decentralized control of structures using the LMI Hcontroller with uncertainties

  • Raji, Roya;Hadidi, Ali;Ghaffarzadeh, Hosein;Safari, Amin
    • Smart Structures and Systems
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    • 제22권5호
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    • pp.547-560
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    • 2018
  • This paper investigates the operation of the $H_{\infty}$ static output-feedback controller to reduce dynamic responses under seismic excitation on the five-story and benchmark 20 story building with parametric uncertainties. Linear matrix inequality (LMI) control theory is applied in this system and then to achieve the desired LMI formulations, some transformations of the LMI variables is used. Conversely uncertainties due to material properties, environmental loads such as earthquake and wind hazards make the uncertain system. This problem and its effects are studied in this research. Also to decrease the transition of large amount of data between sensors and controller, avoiding the disruption of whole control system and economy problems, the operation of the decentralized controllers is investigated in this paper. For this purpose the comparison between the performance of the centralized, fully decentralized and partial decentralized controllers in uncoupled and coupled cases is performed. Also, the effect of the changing the number of stories in substructures is considered. Based on the numerical results, the used control algorithm is very robust against the parametric uncertainties and structural responses are decreased considerably in all the control cases but partial decentralized controller in coupled form gets the closest results to the centralized case. The results indicate the high applicability of the used control algorithm in the tall shear buildings to reduce the structural responses and its robustness against the uncertainties.

보의 진동억제를 위한 중앙화 및 비중앙화 제어의 비교 연구 (Comparison of Centralized and Decentralized Control for Vibration Suppression of a Beam)

  • 이영섭
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2005년도 춘계학술대회논문집
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    • pp.494-497
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    • 2005
  • Direct velocity feedback (DVFB) control with a collocated distributed actuator and point sensor pair is known that it offers a good stability with high performance when the control strategy is applied at the suppression of structural vibration. Also decentralized control method introduced to offer to reduce implementaion effort and malfunction due to failure in sensors and actuators of control system has become an important position in DVFB. In this paper, the decentralized control is compared with centralized control in terms of vibrational velocity reduction in a clamped-clamped beam.

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An overview of decentralized optimal fault-tolerant supervisory control systems

  • Cho, K.H.;Lim, J.T.
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1996년도 Proceedings of the Korea Automatic Control Conference, 11th (KACC); Pohang, Korea; 24-26 Oct. 1996
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    • pp.358-361
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    • 1996
  • In this paper, we discuss decentralized optimal fault tolerant supervisory control issues on the basis of failure analysis and diagnosis from the angle of discrete event dynamic system. We address the detectability and the observability problems, and develope fault tolerant supervisory control system upon the failure analysis and diagnosis schemes. A complete min-cut is introduced and the procedure for finding the achievable or nonachievable layered optimal legal sublanguages is suggested for a preferential option among the reachable states in the controlled plant. A layered optimal supervisory control framework is proposed upon these. We extend the concept of decentralized supervisory control by considering the problem of combination of decentralized with centralized control in case pure decentralized control happens to be inadequate. We introduce the concept of locally controllable pair and present a hybrid decentralized supervisory control framework. Finally, we propose the analytical framework for a decentralized optimal fault tolerant supervisory control systems.

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준능동 MR감쇠기가 설치된 실물크기 구조물의 분산제어 알고리즘 성능평가 (Performance Evaluation of Decentralized Control Algorithm of a Full-scale 5-story Structure Installed with Semi-active MR Damper Excited by Seismic Load)

  • 윤경조;박은천;이헌재;문석준;민경원;정형조;이상현
    • 한국소음진동공학회논문집
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    • 제18권2호
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    • pp.255-262
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    • 2008
  • In this study, seismic response control performance of decentralized response-dependent MR damper which generates the control force using only the response of damper-installed floor, was experimentally investigated through the tests of a full-scale structure installed with large MR dampers. The performance of the decentralized control algorithm was compared to those of the centralized ones such as Lyapunov, modulated homogeneous friction, and clipped-optimal control. Hybrid mass damper were controlled to induce seismic response of the full-scale structure under El Centro earthquake. Experimental results indicated that the proposed decentralized MR damper provided superior or equivalent performance to centralized one in spite of using damper-installed floor response for calculating input voltage to MR damper.

전차량의 능동 현가 장치 제어를 위한 중복 분산형 견실 고유구조지정 제어기 설계 (Overlapping Decentralized Robust EA Control Design for an Active Suspension System of a Full Car Model)

  • 정용하;최재원;김영호
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 2000년도 제15차 학술회의논문집
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    • pp.217-217
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    • 2000
  • A decentralized robust EA(eigensoucture assignment) controller is designed for an active suspension system of a vehicle based on a full car model with 7-degree of freedom. Using overlapping decomposition, the full car model is decentralized by two half car models. For each half car model, a robust eigenstructure assignment controller can be obtained by using optimization approach. The performance of the decentralized robust EA controller is compared with that of a conventional centralized EA controller through computer simulations.

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