• 제목/요약/키워드: Nonlinear interconnected systems

검색결과 35건 처리시간 0.021초

CuCl 미립자 분산 붕괴산염계 비선형 광학유리에서 매질유리의 상분리와 CuCl 미립자의 석출 특성 (Phase Separation of Matrix Glasses and Precipitation Characteristics of CuCl Nanocrystals in CuCl Doped Borosilicate Glasses for Nonlinear Optical Application)

  • 윤영권;한원택
    • 한국세라믹학회지
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    • 제34권8호
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    • pp.886-896
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    • 1997
  • To investigate an effect of phase separation on precipitation characteristics of CuCl nanocrystals in CuCl doped nonlinear optical glasses, borosilicate glass systems with 9 different compositions with ~2wt% of CuCl were selected and CuCl doped glasses were prepared by melting and precipitation method. Microstructural properties of the CuCl doped glasses were analyzed by optical absorption spectroscopy, acid elution test, TEM, and EDXS. While phase separation did not occur in Glass A~D, interconnected and droplet microstructures due to phase separation were found in Glass E, F and Glass G~I, respectively. In the particular composition of the matrix glasses in this study, the precipitation of the CuCl particles was observed in the phase separable glasses, not in phase non-separable glasses. The CuCl particles were precipitated in both silica-rich phase region and boronrich phase region of the glass matrix. In the case of 7.7Na2O-36.6B2O3-52.7SiO2(mole%) glass, the larger CuCl particles than those in the silica-rich phase region were observed in the boron-rich phase region.

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연속 시간과 이산 시간 비선형 상호 결합 시스템을 위한 분산 정적 출력 궤한 제어기 설계 (Decentralised Static Output Feedback Controller Design for Continuous-time and Discrete-time Nonlinear Interconnected Systems)

  • 구근범;주영훈;박진배
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2007년도 제38회 하계학술대회
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    • pp.292-293
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    • 2007
  • 본 논문은 연속 시간과 이산 시간 비선형 상호 결합 시스템에 대한 분산 정적 출력 궤한 제어기의 설계에 대해 연구한다. 먼저 퍼지 모델 기법을 이용하여 비선형 상호 결합 시스템을 Takagi-Sugeno (T-S)퍼지 모델로 모델링한다. 각각의 하위 시스템에 대한 정적 출력 궤한 제어기를 병렬 분산 보상(PDC)기법을 이용하여 구한다. 선형 행렬 부등식(LMI)을 통하여 하위 시스템의 안정화를 위한 이득값을 구한다. 이득값을 통하여 하위 시스템들이 안정화되고 그를 통해 전체 상호 결합 시스템이 안정화됨을 모의실험을 통하여 증명한다.

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Nonlinear response of stiffened triceratops under impact and non-impact waves

  • Chandrasekaran, Srinivasan;Nassery, Jamshed
    • Ocean Systems Engineering
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    • 제7권3호
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    • pp.179-193
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    • 2017
  • Dynamic response analysis of offshore triceratops with stiffened buoyant legs under impact and non-impact waves is presented. Triceratops is relatively new-generation complaint platform being explored in the recent past for its suitability in ultra-deep waters. Buoyant legs support the deck through ball joints, which partially isolate the deck by not transferring rotation from legs to the deck. Buoyant legs are interconnected using equally spaced stiffeners, inducing more integral action in dispersing the encountered wave loads. Two typical nonlinear waves under very high sea state are used to simulate impact and non-impact waves. Parameters of JONSWAP spectrum are chosen to produce waves with high vertical and horizontal asymmetries. Impact waves are simulated by steep, front asymmetric waves while non-impact waves are simulated using Stokes nonlinear irregular waves. Based on the numerical analyses presented, it is seen that the platform experiences both steady state (springing) and transient response (ringing) of high amplitudes. Response of the deck shows significant reduction in rotational degrees-of-freedom due to isolation offered by ball joints. Weak-asymmetric waves, resulting in non-impact waves cause steady state response. Beat phenomenon is noticed in almost all degrees-of-freedom but values in sway, roll and yaw are considerably low as angle of incidence is zero degrees. Impact waves cause response in higher frequencies; bursting nature of pitch response is a clear manifestation of the effect of impact waves on buoyant legs. Non-impact waves cause response similar to that of a beating phenomenon in all active degrees-of-freedom, which otherwise would not be present under normal loading. Power spectral density plots show energy content of response for a wide bandwidth of frequencies, indicating an alarming behaviour apart from being highly nonlinear. Heave, being one of the stiff degrees-of-freedom is triggered under non-impact waves, which resulted in tether tension variation under non-impact waves as well. Reduced deck response aids functional requirements of triceratops even under impact and non-impact waves. Stiffened group of buoyant legs enable a monolithic behaviour, enhancing stiffness in vertical plane.

Robust Control of Multi-Echelon Production-Distribution Systems with Limited Decision Policy (II)- Numerical Simulation-

  • Jeong, Sang-Hwa;Oh, Yong-Hun;Kim, Sang-Suk
    • Journal of Mechanical Science and Technology
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    • 제14권4호
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    • pp.380-392
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    • 2000
  • A typical production-distribution system consist of three main echelons representing the retailer, distributors, and a factory each with an on-site warehouse. The system is sufficiently general and realistic to represent many industrial situations. However, decision functions and parameters have been selected to apply particularly to the production and distribution of consumer durables. The flows included in the model are materials, orders, and those information flows needed to support the material and order-rate decisions. In this work, a realistic production-distribution system has been used as a basic model, which consists of three sectors: retailer, distributor, and factory. That system is a nonlinear 25th-order continuous system interconnected between the echelons. Using a modern control algorithm, a typical multi-echelon production-distribution system using a dynamic controller is numerically simulated in the nominal plant and in the perturbed plant when the piecewise constant manufacturing decision is limited by a factory manufacturing upper-limit due to capital equipment, manpower, and factory lotsize.

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PC 수직 접합부의 극한 전단 내력 예측에 대한 인공 신경 회로망의 적용 (Application of Artificial Neural Networks to Predict Ultimate Shear Capacity of PC Vertical Joints)

  • 김택완;이승창;이병해
    • 전산구조공학
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    • 제9권2호
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    • pp.93-101
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    • 1996
  • 인공 신경회로망은 인간의 뇌를 전산 모델로 구현한 것으로 상호 연결된 많은 정보 처리 유니트들로 구성되어 있으며, 이를 기초로 논리적인 추론을 수행할 수 있다. 특히, 신경망은 비선형 변수를 많이 포함하고 있는 복잡한 문제 해결에서 더욱 효과적이다. 신경망의 이러한 기능으로 인해 구조분야에서는 비선형적인 각종 구조실험의 결과예측이나 구조계획 그리고 최적 설계에 응용되고 있는 추세이다. 본 논문에서는 인공 신경 회로망의 기본 이론을 설명하고, 현재까지 정립되고 있지 않은 대형 콘크리트 판넬간 수직 접합부의 최대 전단 내력 예측에 기존의 제안식과 인공 신경 회로망의 예측 결과를 비교하여 신경망의 적용가능성을 검토하고자 한다.

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