• Proceedings of the Korean Information Science Society Conference
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• 1999.10c
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• pp.396-398
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• 1999

단일 망으로 다양한 서비스를 제공하기 위하여 하나의 스위치에서 다수의 제어소프트웨어를 지원해야 한다. 이를 위하여 스위치의 제어 인터페이스를 표준화하려는 시도가 활발하다. 본 논문에서는 다수의 스위치를 단일 제어기로 제어하는 ATM 연결 제어 방법을 제안한다. 본 논문에서 제안하는 방법으로 제어망과 트랜스포트 망을 분리함으로써 유연한 망의 구성이 가능해지고, 병렬 스위치 제어를 통하여 시그널링의 효율을 꾀할 수 있다. 이를 위하여 단일 스위치를 통한 복합 연결 (compound connection)에 대하여 단일 제어 인터페이스를 통한 제어가 가능한 원소 연결(atomic connection)로의 변환 모델 등을 제시한다.

• Journal of Korean Society of Steel Construction
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• v.24 no.1
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• pp.91-99
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• 2012

In recently, the vibration control of adjacent buildings have been studied and magneto-rheological(MR) fluid dampers have been applied to seismic response control. MR dampers can be controlled with small power supplies and the dynamic range of this damping force is quite large. This MR damper is one of semi-active dampers as a new class of smart dampers. In this study, vibration control effect according to the installation location of the MR damper connected adjacent buildings has been investigated. Adjacent building structures with different natural frequencies were used as example structures. Groundhook control model is applied to determinate control force of MR damper. In this numerical analysis, it has been shown that displacement responses can be effectively controlled as adjacent buildings are connected at roof floors by MR damper. And acceleration responses can be effectively reduced when two buildings are connected at the mid-stories of adjacent buildings by MR damper. Therefore, the installation floor of the MR damper should be selected with seismic response control target.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.5A
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• pp.849-859
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• 2006

This paper presents an extensive robust analysis of a ${\mu}$-controller in the hybrid system for various uncertainties using the benchmark cable-stayed bridge. The overall system robustness may be deteriorated by introducing active devices and the active controller may cause instability due to small margins. Therefore, a ${\mu}$-synthesis method that simultaneously guarantees the performance and stability of the closed-loop system (robust performance) with uncertainties is used for active devices to enhance the robustness in company with the inherent reliability of passive devices. The robustness of the ${\mu}$-synthesis method is investigated with respect to the additional mass on the deck, structural stiffness matrix perturbation, time delay of actuator, and combinations thereof. Numerical simulation results show that the proposed control system has the good robustness without loss of control performances with respect to various uncertainties under earthquakes considered in this study. Furthermore, the control system robustness is more affected by the perturbation of structural stiffness matrix than others considered in this study. Therefore, the hybrid system controlled by a ${\mu}$-synthesis method could be proposed as an improved control strategy for a seismically excited cable-stayed bridge containing many uncertainties.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.39 no.2
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• pp.211-217
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• 2015

Emission gas regulations and constantly increasing fuel costs call for the worldwide use of environmentally friendly and energy-efficient machines in industry. To meet these requirements, a hybrid excavator prototype has been developed that incorporates an electric swing motor, engine assist motor, and ultra-capacitor module into a conventional hydraulic excavator of the 22-ton class. This paper mainly describes a few techniques to optimize its energy efficiency. These include 1) controlling the engine speed in proportion to the load torque, 2) controlling the pump displacement when driving the electric swing system, 3) managing the ultra-capacitor voltage to minimize the electrical energy loss, and 4) reducing the cooling fan speed to improve the energy efficiency of the system.

• Journal of the Earthquake Engineering Society of Korea
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• v.6 no.5
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• pp.37-43
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• 2002

In this paper, an integrated optimum design method for hybrid structural control system is studied. Not only the distribution and the capacity of passive devices but also those of active devices, and the controllers are treated as design variables in the proposed approach. Multi-objective optimization problem is formulated by using the preference function, which is newly defined in this study. Genetic algorithm is adopted as a numerical searching technique in order to simultaneously find the optimum solutions. The validity of the proposed method is verified through the example designs and the numerical simulations of an earthquake excited multi-degrees-of-freedom structure.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.31 no.6
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• pp.301-308
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• 2018

This paper presents an optimal design method of a hybrid structural control system considering multi-hazard. Unlike a typical structural control system in which one system is designed for one specific type of hazard, a simultaneous optimal design method for both active and passive control systems is proposed for the mitigation of seismic and wind induced vibration responses of structures. As a numerical example, an optimal design problem is illustrated for a hybrid mass damper(HMD) and 30 viscous dampers which are installed on a 30 story building structure. In order to solve the optimization problem, a self-adaptive Harmony Search(HS) algorithm is adopted. Harmony Search algorithm is one of the meta-heuristic evolutionary methods for the global optimization, which mimics the human player's tuning process of musical instruments. A self-adaptive, dynamic parameter adjustment algorithm is also utilized for the purpose of broad search and fast convergence. The optimization results shows that the performance and effectiveness of the proposed system is superior with respect to a reference hybrid system in which the active and passive systems are independently optimized.

• Proceedings of the Korean Society Of Semiconductor Equipment Technology
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• 2005.05a
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• pp.151-156
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• 2005

본 논문에서는 비선형 역학 시스템에서 복합적 지능 알고리즘을 이용하여 시스템의 제어 성능을 개선시키는 방법에 대하여 논의하였다. 기존의 비선형 제어를 위한 뉴럴 네트워크 및 유전자 알고리즘은 학습이 종료된 후에 고정된 상태에서는 훌륭한 제어를 보여주지만, 환경 변화와 같은 변이 인자가 발생되면 제어가 제대로 되지 않으며 재학습을 해야만 한다. 이때 재학습에 드는 시간이 많이 걸리는 문제점이 있다. 제안하는 시스템에서는 변이 인자가 발생되었을 때의 상황을 항원으로 하는 면역 시스템을 기존 제어시스템에 추가하여 사용함으로써 보다 안정적이며 빠른 제어 수행이 가능함을 보일 것이다. 또한 기존에 하드웨어로 구성하기 어려웠던 유전 알고리즘을 하드웨어로 구성하기 쉽도록 유전 인자를 메모리 주소로 하는 알고리즘을 만들게 되었다.

• Korean Journal of Air-Conditioning and Refrigeration Engineering
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• v.16 no.9
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• pp.881-888
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• 2004

Control algorithms for a dual source chiller air conditioning system were developed. These are control algorithms for the supply air temperature control, the supply header chilled water temperature control, the chiller chilled water temperature control, and the cooling tower water temperature control. These algorithms were analyzed by using a dynamic simulation program. Simulation results showed the energy savings and the satisfactory controls of an absorption and centrifugal chiller air conditioning system. Therefore, control algorithms developed for this study may effectively be used for the improved controls of the dual source chiller air conditioning system.

• Proceedings of the KIPE Conference
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• 2017.07a
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• pp.204-205
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• 2017

본 논문은 복합화력 발전소의 가스터빈용 기동 시스템의 개발을 위해 국내 복합화력 발전소의 동기발전기 파라미터를 적용하여 모델링하였으며, 200MVA급 동기발전기의 기동 시스템 운전 방법을 해석하였다. 200MVA급 동기발전기를 기동하기 위해 10MW의 6-펄스 부하 전류형 인버터와 속도 및 전류 제어기 등을 설계하였으며, 실제 국내 기동 시스템의 운전 특성과 비교하여 모델링을 검증하였다.

• Composites Research
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• v.12 no.3
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• pp.45-54
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• 1999

In this paper, an experimental study on the buckling and postbuckling control of a laminated composite beam with eccentrically embedded SMA wire actuators is performed. For the purpose of enhancing the critical buckling load, buckling control is investigated through the use of reactive moment associated with the shape recovery force of SMA wire actuators. To improve the control authority for the buckling and postbuckling control of the SMA-composite beam, closed-loop control is used. The buckling and postbuckling control behaviours are presented and discussed qualitatively and quantitatively on loaddeflection plots considering the stacking sequence of the laminate, slenderness ratio of the beam and activation conditions of the SMA wire actuators. By maintaining the desired deflection shape with the proper reactive moment, buckling control can be extended to the postbuckling of the SMA-composite beam subjected to an external load.