• 제목/요약/키워드: ahead

검색결과 1,398건 처리시간 0.033초

증기발생기 수위제어를 위한 적응일반형예측제어 설계 (Design of Adaptive GPC wi th Feedforward for Steam Generator)

  • 김창회
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1993년도 하계학술대회 논문집 A
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    • pp.261-264
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    • 1993
  • This paper proposes an adaptive generalized predictive control with feedforward algorithm for steam generator level control in nuclear power plant. The proposed algorithm is shown that the parameters of N-step ahead predictors can be obtained using the parameters of one-step ahead predictor which is derived from plant model with feedforward. Using this property the proposed scheme is an adaptive algorithm which consists of GPC method and the recursive least squares algorithm for identifying the parameters of one-step ahead predictor. Also, computer simulations are performed to evaluate the performance of proposed algorithm using a mathematical model of PWR steam generator Simulation results show good performances for load variation. And the proposed algorithm shows better responses than PI controller does.

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제한 대역폭을 가진 능동 현가 장치에 대한 Look-ahead 예견 제어-궤도 차량에의 응용 (Look-ahead Preview Control with Limited Bandwidth Active Suspension - Application to Tracked Vehicle Systems)

  • 유성필;박영진;박윤식
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2005년도 추계학술대회논문집
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    • pp.209-212
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    • 2005
  • The look-ahead preview control with the use of limited bandwidth active suspensions is presented. Both a linearized racked vehicle model and a complex nonlinear model based on a commercial multibody dynamic program are used to verify the performance of preview control. The performance of the preview control system is evaluated on the ride quality which is estimated from the acceleration of the driver position. Due to the practical advantages associated with the use of limited bandwidth active control in comparison with full bandwidth systems, the results are considered important to the future development of active tracked vehicle suspensions.

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APPLYING A STOCHASTIC LINEAR SCHEDULING METHOD TO PIPELINE CONSTRUCTION

  • Fitria H. Rachmat;Lingguang Song;Sang-Hoon Lee
    • 국제학술발표논문집
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    • The 3th International Conference on Construction Engineering and Project Management
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    • pp.907-913
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    • 2009
  • Pipeline construction is a highly repetitive and resource-intensive process that is exposed to various constraints and uncertainties in the working environment. Effective look-ahead scheduling based on the most recent project performance data can greatly improve project execution and control. This study enhances the traditional linear scheduling method with stochastic simulation to incorporate activity performance uncertainty in look-ahead scheduling. To facilitate the use of this stochastic method, a computer program, Stochastic Linear Scheduling Method (SLSM), was designed and implemented. Accurate look-ahead scheduling can help schedulers to better anticipate problem areas and formulate new plans to improve overall project performance.

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위성-지상간 광통신용 지상단말기의 위성 지향을 위한 PAA 도출 및 제어 알고리즘 (Point Ahead Angle(PAA) Estimation and a Control Algorithm for Satellite-Pointing of the Ground Terminal in Satellite-to-Ground Optical Communication)

  • 윤태현
    • 한국군사과학기술학회지
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    • 제27권3호
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    • pp.329-337
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    • 2024
  • Free-space optical communication technology enables the high-speed data transmission and excellent anti-jamming security. We conduct research on satellite-to-ground free-space optical communication links for high-speed transmission of large-capacity surveillance and reconnaissance data. Since the satellite continues to move along its orbit while the optical signal is transmitted between the satellite and the ground, the pointing angle of the beam from the ground terminal needs to be corrected by Point Ahead Angle(PAA) so that the transmitted light reaches the expected location of the satellite. In this paper, we present the algorithm for PAA estimation and control.

완전교번하중하(完全交番荷重下)에서의 강판(鋼板)의 파괴기구(破壞機構)에 관한 기차적(基磋的) 연구(研究) (A Fundamental Study on the Fracture Mechanism of Steel Plates under Completely Alternating Load)

  • 장동일;정영화
    • 대한토목학회논문집
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    • 제2권3호
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    • pp.1-13
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    • 1982
  • 원구멍과 타원구멍을 갖는 두 개의 강판(鋼板)에 완전교번하중(完全交番荷重)(completely reversed load, completely alternating load ;같은 크기의 인장(引張) 압축(壓縮)의 반복)을 가할 때 유한요소법(有限要素法)을 써서 강복요소(降伏要素)가 발생하는 단계마다 각 절점(節點)의 변위(變位), 각 요소(要素)의 응력(應力) 및 변형률(變形率), 하중(荷重)의 크기 등을 계산하여 파괴력학적(破壞力學的)인 검토를 행하였다. 이로부터, 강판(鋼板)의 파괴기구(破壞機構)를 밝히는 데에 핵심이 된다고 생각되는 응력확대계수(應力擴大係數)를 계산할 수 있는 토대가 마련되었으며, 흠선단(先端)의 응력집중(應力集中)현상과 소성역(塑性域)의 변화과정이 밝혀졌다. 또, 재하(載荷) 중에 강복(降伏)을 경험한 부분에서는 강하(降荷)때에 영구변형(永久變形)(잔류변형(殘留變形))이 남게 되고 이것이 나머지의 제하(除荷)를 구속(拘束)하여 반대방향의 재하(載荷)의 효과를 일으킴으로서 흠선단(先端)에 가까운 부분에는 인장(引張) 후의 제하(除荷) 때에 심지어 압축재강복(壓縮再降伏)까지, 압축(壓縮) 후의 제하(除荷) 때에는 심지어 인장재강복(引張再降伏)까지 일으키며 이들이 인장(引張) 및 압축(壓縮)의 재하(載荷) 중의 강복(降伏)과 교번(交番)으로 반복됨으로써 흠선단(先端)에 파로(波勞)현상을 초래하게 된다는 사실을 예견할 수 있었다. 아울러 흠이 원구멍일 때와 타원구멍일 때의 계산결과를 비교하여 홈이 예리한 균열에 가까워질수록 빨리 파괴에 달하게 된다는 사실을 확인할 수 있었다.

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온 칩 아이 오프닝 모니터링을 탑재한 10Gb/s 적응형 Decision Feedback Equalizer 설계 (Design of 10-Gb/s Adaptive Decision Feedback Equalizer with On-Chip Eye-Opening Monitoring)

  • 성창경;임진수;최우영
    • 대한전자공학회논문지SD
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    • 제48권1호
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    • pp.31-38
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    • 2011
  • 고속 전송 시스템에 대한 수요가 증가함에 따라 채널의 제한된 대역폭을 극복하기 위한 적응형 등화기가 수신기에 널리 사용되고 있다. 수신기 칩의 테스트 비용을 절감하기 위하여 칩 내부에서 데이터의 아이 열림 정도를 측정할 수 있는 온 칩 eye-opening monitoring (EOM) 기술이 사용될 수 있다. 본 논문에서는 EOM 기능을 탑재한 10Gb/s 적응형 2탭 look-ahead decision feedback equalizer (DFE)를 제안한다. 제안된 EOM 회로는 기존의 방식과 달리 look-ahead DFE의 등화 신호를 모니터링 할 수 있다. 수신 신호의 아이로부터 포스트 커서의 크기를 측정한 후, 등화 계수가 제안된 알고리즘에 의하여 계산된다. 제안된 회로는 90nm CMOS 공정에 설계되었으며 알고리즘과 함께 post-layout 시뮬레이션을 통하여 동작을 검증하였다. DFE 코어논 $110{\times}95{\mu}m^2$의 면적을 가지고 1.2V의 전원에서 11mW를 소모한다.

참조패턴을 이용한 선반입의 개선 (Improving Prefetching Effects by Exploiting Reference Patterns)

  • 이효정;도인환;노삼혁
    • 한국정보과학회논문지:컴퓨팅의 실제 및 레터
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    • 제14권2호
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    • pp.226-230
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    • 2008
  • 선반입은 I/O 성능 향상을 위해 널리 사용되는 기법 중의 하나이다. 하지만 어떤 참조패턴에 대해서는 선반입을 수행하면 오히려 전체 수행시간이 증가하는 경우가 보고된 바 있다. 본 논문은 기존의 선반입 기법에 쉽게 적용될 수 있는 프레임 IPRP(Improving Prefetching Effects by Exploiting Reference Patterns)를 제안한다. IPRP는 참조패턴을 자동으로 탐지하고 기존의 선반입을 참조패턴의 특성에 따라 조정하여 개선하고자 한다. IPRP를 리눅스 미리 읽기 선반입에 적용한 성능평가에서 리눅스 미리 위기 선반입이 수행시간을 $40%{\sim}70%$ 정도 증가시키는 악영향을 발휘할 때 IPRP를 적용할 경우 악영향을 완전히 방지했다. 리눅스 미리 읽기 선반입이 성능 향상을 가져오는 경우에도 리눅스 미리 읽기와 유사한 성능을 가전 왔다. 이 결과를 통해 IPRP가 기존의 선반입을 효율적으로 보완 및 개선할 수 있음을 알 수 있다.

Smart monitoring analysis system for tunnels in heterogeneous rock mass

  • Kim, Chang-Yong;Hong, Sung-Wan;Bae, Gyu-Jin;Kim, Kwang-Yeom;Schubert, Wulf
    • 한국지구물리탐사학회:학술대회논문집
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    • 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
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    • pp.255-261
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    • 2003
  • Tunnelling in poor and heterogeneous ground is a difficult task. Even with a good geological investigation, uncertainties with respect to the local rock mass structure will remain. Especially for such conditions, a reliable short-term prediction of the conditions ahead and outside the tunnel profile are of paramount importance for the choice of appropriate excavation and support methods. The information contained in the absolute displacement monitoring data allows a comprehensive evaluation of the displacements and the determination of the behaviour and influence of an anisotropic rock mass. Case histories and with numerical simulations show, that changes in the displacement vector orientation can indicate changing rock mass conditions ahead of the tunnel face (Schubert & Budil 1995, Steindorfer & Schubert 1997). Further research has been conducted to quantify the influence of weak zones on stresses and displacements (Grossauer 2001). Sellner (2000) developed software, which allows predicting displacements (GeoFit$\circledR$). The function parameters describe the time and advance dependent deformation of a tunnel. Routinely applying this method at each measuring section allows determining trends of those parameters. It shows, that the trends of parameter sets indicate changes in the stiffness of the rock mass outside the tunnel in a similar way, as the displacement vector orientation does. Three-dimensional Finite Element simulations of different weakness zone properties, thicknesses, and orientations relative to the tunnel axis were carried out and the function parameters evaluated from the results. The results are compared to monitoring results from alpine tunnels in heterogeneous rock. The good qualitative correlation between trends observed on site and numerical results gives hope that by a routine determination of the function parameters during excavation the prediction of rock mass conditions ahead of the tunnel face can be improved. Implementing the rules developed from experience and simulations into the monitoring data evaluation program allows to automatically issuing information on the expected rock mass quality ahead of the tunnel.

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Ergosterol and Water Changes in Tricholoma matsutake Soil Colony during the Mushroom Fruiting Season

  • Koo, Chang-Duck;Lee, Dong-Hee;Park, Young-Woo;Lee, Young-Nam;Ka, Kang-Hyun;Park, Hyun;Bak, Won-Chull
    • Mycobiology
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    • 제37권1호
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    • pp.10-16
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    • 2009
  • The purpose of this study is to understand spatio-temporal changes of active fungal biomass and water in Tricholoma matsutake soil colonies during the mushroom fruiting season. The active fungal biomass was estimated by analyzing ergosterol content at four different points within four replicated locations in a single circular T. matsutake colony at Ssanggok valley in the Sogri Mt. National Park in Korea during 2003 to 2005. The four points were the ahead of the colony, the front edge of the colony and 20 cm and 40 cm back from the front edge of the colony. Ergosterol content was 0.0 to 0.7 ${\mu}g$ per gram dried soil at the ahead, 2.5 to 4.8 ${\mu}g$ at the front edge, 0.5 to 1.8 ${\mu}g$ at the 20 cm back and 0.3 to 0.8 ${\mu}g$ at the 40 cm back. The ergosterol content was very high at the front edge where the T. matsutake hyphae were most active. However, ergosterol content did not significantly change during the fruiting season, September to October. Soil water contents were lower at the front edge and 20 cm back from the front edge of the colony than at the ahead and 40 cm back during the fruiting season. Soil water content ranged from 12 to 19% at the ahead, 10 to 11% at the edge, 9 to 11% at the 20 cm back and 11 to 15% at the 40 cm back. Our results suggest that the active front edge of the T. matsutake soil colony could be managed in terms of water relation and T. matsutake ectomycorrhizal root development.