• Title/Summary/Keyword: 복합 시스템

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Trends in Modeling & Simulation Technologies for High-Confidence Software Development (고신뢰 SW 개발을 위한 M&S 기술 동향)

  • Lee, H.Y.;Jeon, J.H.;Chun, I.G.;Kim, W.T.
    • Electronics and Telecommunications Trends
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    • v.28 no.2
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    • pp.29-37
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    • 2013
  • 최근 임베디드 제어 시스템의 규모와 복잡도가 폭발적으로 증가함에 따라, 단일 시스템을 대상으로 하는 기존 M&S(Modeling & Simulation) 기반의 SW 개발 기술은 한계에 부딪히게 되었다. 이에 본고에서는 네트워크 기반 복합 임베디드 제어 시스템의 고신뢰 SW 개발을 위한 M&S 기술 동향을 소개한다. 먼저 모델링 단계에서 복합 시스템의 이종성을 다루기 위한 모델링 기술과 대표적인 도구를 소개하고, 다음으로 대규모 하이브리드 시스템 모델의 검증을 위한 시뮬레이션 및 정형 검증 기술과 관련 도구를 소개한다.

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석탄가스화 복합발전 플랜트에서의 폐열회수보일러 설계에 따른 증기터빈 시스템 성능변화

  • 이진욱;김대규;조병화
    • Proceedings of the Korea Society for Energy Engineering kosee Conference
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    • 1993.11a
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    • pp.13-21
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    • 1993
  • 석탄가스화 복합발전 플랜트의 부속공정인 중기터빈 시스템에 대한 공정 전산해석을 상용 공정해석 소프트웨어인 ASPEN 코드를 이용하여 수행하였다. 폐열회수보일러에서 생성되는 고압증기 조건을 2400psig로 채택하였으며, 폐열회수보일러의 열교환기 배열 및 생성증기의 조건에 따른 증기터빈 시스템의 성능변화를 고찰하였다. 페열회수보일러에서의 열교환기 배열, 생성중기 조건 및 공급수 예열 방법에 따라 증기터빈 시스템의 성능이 변화하게 되므로 이의 정확한 이해를 통하여 증기터빈 시스템의 최적화를 도모할 수 있다.

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크라이오 워터펌프 및 터보분자펌프 복합시스템의 배기성능

  • In, Sang-Ryeol;Lee, Dong-Ju;Han, Myeong-Hui
    • Proceedings of the Korean Vacuum Society Conference
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    • 2015.08a
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    • pp.102.2-102.2
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    • 2015
  • 진공 시스템의 기저상태를 지배하는 것은 대부분의 경우 용기 내면에 수십 단원자 층 정도로 흡착되어 있는 물이다. 용기 압력이 10-9 mbar 대가 될 때까지는 잔류기체의 90% 이상이 수분이고 압력을 10분의 1로 떨어뜨리려면 10배의 시간이 더 필요하다는 소위 1/t 법칙은 광범위한 흡착에너지를 가지는 물분자의 표면방출 특성으로 잘 설명되어진다. 용기가열 등 적극적인 표면처리를 하지 않고 전형적인 압력변화 양상은 그대로 유지하면서 절대적인 시간을 줄이는 가장 직접적인 방법은 물 배기속도를 가능한 한 높이는 것이지만 대부분의 고진공 펌프들에서 물배기속도만 더 증가하도록 만드는 것은 쉽지 않다. 크라이오 워터펌프(CWP: cryo-water pump)는 바로 이런 고민을 제대로 해결할 수 있는 유일한 실용적인 방안이라고 말할 수 있다. 다른 기체분자들의 배기는 일단 염두에 두지 않고 물배기만을 열심히 해서 배기시간을 단축하고 도달 진공도를 낮추는 것을 목표로 하는 장치가 CWP이다. CWP는 모든 기체에 반응하는 정통적인 크라이오 펌프에 비해 훨씬 간단하고 저렴하게 만들 수 있으면서도 진공 시스템에 큰 영향을 미칠 수 있지만 그동안은 물배기의 필요성에 대한 인식이 미흡하고, 또 부수적이고 추가적인 비용이 드는 것으로 생각되어 주목을 받지 못했지만 디스플레이와 반도체 산업을 필두로 물분압을 낮추고 생산수율을 높이는 것에 점점 더 관심이 높아지면서 CWP에 대한 수요도 높아지고 있다. CWP의 물배기는 아주 단순한 응축현상에 의존하므로 물리적으로 이해하고 성능을 예측하는 것이 직관적이지만 사용용도에 따라 물 이외의 기체분자들은 잘 통과시키면서 물배기는 최대화하는 최적설계가 요구되거나 터보분자펌프(TMP)와 같이 이질적인 고진공펌프와 조합하여 사용하는 경우 기체 온도 의존성을 고려해야 하는 등 까다로운 점이 있다. 본 보고에서는 CWP+TMP로 구성된 복합진공배기시스템을 설계하면서 CWP만의 물배기성능과 복합 시스템의 물 및 알곤 배기성능을 예측하고, 두 펌프의 상호관계에 대해 분석하며, 실제 만들어진 복합배기시스템을 사용하여 실험적으로 구한 물 및 알곤 배기속도 측정결과에 대해서도 간단하게 논의하려고 한다.

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Analysis of Size and Economic Sensitivities according to Changes in Component Replacing Costs of Renewable Hybrid Generation System (신재생복합발전시스템의 각 구성품 교체비용변화에 따른 용량 및 경제성 민감도 분석)

  • Lim, Jong Hwan
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.39 no.1
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    • pp.71-78
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    • 2015
  • This paper presents a method for analyzing the size and economic sensitivity of a new renewable hybrid generation system according to changes in the component replacement costs based on HOMER (Hybrid Optimization Model for Electric Renewables). The design of a hybrid system can be optimized by reducing the size of a sensitive component based on sensitivity analysis using the change in cost of a component. Sensitivity analysis can also provide information on what combinations are necessary for the optimal hybrid system. As an example, sensitivity analysis was performed on the residential load provided by HOMER, and the effects of component replacement costs on the system size and cost were quantitatively analyzed.

Application of Hybrid Seismic Isolation System to Realize High Seismic Performance for Low-rise Lightweight Buildings (저층 경량건물의 고성능 내진을 위한 복합면진시스템의 적용)

  • Chun, Young-Soo
    • Land and Housing Review
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    • v.4 no.2
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    • pp.185-192
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    • 2013
  • This study presents application effects of hybrid seismic isolation system to realize high seismic performance for low-rise lightweight buildings through a non-linear analysis and onsite experiments. The complex seismic isolation system applied in this study is a method of mixing sliding bearing and laminated rubber bearing in order to overcome limitation of laminated rubber bearing in increasing natural period of the whole seismic isolation system. As a result of the non-linear analysis, seismic isolation buildings designed with complex seismic isolation system are safe because its maximum response displacement is within allowable design displacement even for a strong earthquake which rarely occurs and its maximum response shear is less than design seismic force. As a result of the onsite experiment, the rigidity of seismic isolation stories corresponds to approximately 95.8% of the design equivalent stiffness value. This indicates that actual properties of the whole seismic isolation system correspond to design values.

Characterization of Area Installing Combined Geothermal Systems : Hydrogeological Properties of Aquifer (복합지열시스템에 대한 부지특성화: 대수층의 수리지질학적 특성)

  • Mok, Jong-Koo;Park, Yu-Chul;Park, Youngyun;Kim, Seung-Kyum;Oh, Jeong-Seok;Seonwoo, Eun-Mi
    • The Journal of Engineering Geology
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    • v.27 no.3
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    • pp.293-304
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    • 2017
  • This study was performed in order to hydrogeological analysis of aquifer, which is a necessary part for evaluating the efficiency of the combined well and open-closed loops geothermal (CWG) systems. CWG systems have been proposed for the effective utilization of geothermal energy by combining open loop geothermal systems and closed loop geothermal systems. Small aperture CWG systems and large aperture CWG systems were installed at a green house land with water curtain facilities in Chungju City. Aquifer tests include pumping tests and step-drawdown tests were conducted to analyse hydrogeological characteristics of aquifer in the study area. The transmissivity was estimated in the range of $13.49{\sim}58.99cm^2/sec$, and the storativity was estimated in the range of $1.13{\times}10^{-5}{\sim}5.20{\times}10^{-3}$. The geochemical analysis showed $Ca^{2+}$ ion and ${HCO_3}^-$ ion were dominant in groundwater. The Langelier Saturation Index and the Ryznar Stability Index showed low scaling potential of groundwater. In the analysis of vertical water temperature change, the geothermal gradient was estimated as $2.1^{\circ}C/100m$, which indicated the aquifer was enough for geothermal systems. In conclusion, groundwater is rich, can stably use geothermal heat, and it is less likely to cause deterioration of thermal energy efficiency by precipitation of carbonate minerals in study area. Therefore, the study area is suitable for installation of the combined geothermal system.

LRB-based hybrid base isolation systems for cable-stayed bridges (사장교를 위한 LRB-기반 복합 기초격리 시스템)

  • Jung, Hyung-Jo;Park, Kyu-Sik;Spencer, Billie-F.Jr.;Lee, In-Won
    • Journal of the Earthquake Engineering Society of Korea
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    • v.8 no.3
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    • pp.63-76
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    • 2004
  • This paper presents LRB-based hybrid base isolation systems employing additional active/semiactive control devices for mitigating earthquake-induced vibration of a cable-stayed 29 bridge. Hybrid base isolation systems could improve the control performance compared with the passive type-base isolation system such as LRB-installed bridge system due to multiple control devices are operating. In this paper, the additional response reduction by the two typical additional control devices, such as active type hydraulic actuators controlled by LQG algorithm and semiactive-type magnetorheological dampers controlled by clipped-optimal algorithm, have been evaluated bypreliminarily investigating the slightly modified version of the ASCE phase I benchmark cable-stayed bridge problem (i.e., the installation of LRBs to the nominal cable-stayed bridge model of the problem). It shows from the numerical simulation results that all the LRB based hybrid seismic isolation systems considered are quite effective to mitigate the structural responses. In addition, the numerical results demonstrate that the LRB based hybrid seismic isolation systems employing MR dampers have the robustness to some degree of the stiffness uncertainty of in the structure, whereas the hybrid system employing hydraulic actuators does not. Therefore, the feasibility of the hybrid base isolation systems employing semiactive additional control devices could be more appropriate in realfor full-scale civil infrastructure applications is clearly verified due to their efficacy and robustness.

A Study on a Convergence Education System to Improve University Students' Life Competencies (대학생의 생애역량 강화를 위한 융복합형 교육시스템 모색)

  • Kim, Bu-Ja;Kim, Jun-Whai
    • Journal of Digital Convergence
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    • v.12 no.12
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    • pp.173-180
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    • 2014
  • Life competencies most required for university students, who receive a higher education and prepare to go into society, are job competencies. People with a variety of competencies are needed in the job market in a globally-oriented 21st-Century knowledge-based society. Now that raising competent people who have a high level of job competency is regarded as one of university functions, a way to improve job competencies through university education needs to be investigated. This study proposes a convergence education system to improve job competencies. The convergence education system includes five type of convergence: convergence in major fields of study, convergence in education courses, convergence in education space, convergence in education methods, and convergence in education period. This education system is expected to improve a variety of job competencies including cognitive competencies, non-cognitive competencies, and global competencies.

Development of the Multi-stage System with 4 DOF (4자유도 모션이 가능한 복합 무대 시스템 개발)

  • Lee, Sang-Won;Won, Daehee;Lee, Sulhee
    • The Journal of the Korea Contents Association
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    • v.15 no.5
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    • pp.18-26
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    • 2015
  • In this paper, we presented a design and control method of multi-stage with wagon and lift stage. Multi-stage system has 4 degree-of-freedom(DOF), i.e., forward/backward/left/right/rotate and up/down motion. Wagon mechanism in the type of two wheel and steering is proposed in order to improve for the maneuverability compared to the existing differential-type wagons. Also, the lift mechanism is designed by interlocking type in order to make the maximum height bigger than 10 times of the original height. We also proposed a path planning algorithm. The performance of the propped system is validated via multi motion experiments, so that the multi-stage system is useful for various performances production.