• Title/Summary/Keyword: Working Set

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Development of a Self-Travelling Sprayer for a Greenhouse (I) - Self-travelling - (시설원예용 파이프 유도식 무인방제기 개발 (I) - 무인 주행시스템 -)

  • 김태한;장익주;강춘태
    • Journal of Biosystems Engineering
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    • v.24 no.3
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    • pp.209-216
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    • 1999
  • A self-travelling sprayer was developed to avoid the exposure of an operator to agricultural chemicals and exhaust gas, to improve safety and to increase working efficiency during the application and transport work in the greenhouses. This system consists of self-travelling system and the control system for application and safety device. The auto-spray car is equipped with a liquid chemical tank of 80l capacity. The travelling system adopted mechanical steering system which link mechanism of front wheel is guided by guide rollers. The sprayer travels along the guiding pipe which is set on the furrow in the greenhouses. The sprayer stops automatically applying and traveling when the liquid chemical tank becomes empty or when the sprayer reach the turning point. The spray booms swings in a vertical plane. The control system of safety devices controls the automatic stop of the sprayer when there is an obstacle on the traveling path, or when the battery becomes discharged. The auto-spray car traveled smoothly and steadily along the guide pipe during traveling straightly and turning on the ground.

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Semi-automatic System for Mass Detection in Digital Mammogram (디지털 마모그램 반자동 종괴검출 방법)

  • Cho, Sun-Il;Kwon, Ju-Won;Ro, Yong-Man
    • Journal of Biomedical Engineering Research
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    • v.30 no.2
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    • pp.153-161
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    • 2009
  • Mammogram is one of the important techniques for mass detection, which is the early diagnosis stage of a breast cancer. Especially, the CAD(Computer Aided Diagnosis) using mammogram improves the working performance of radiologists as it offers an effective mass detection. There are two types of CAD systems using mammogram; automatic and semi-automatic CAD systems. However, the automatic segmentation is limited in performance due to the difficulty of obtaining an accurate segmentation since mass occurs in the dense areas of the breast tissue and has smoother boundaries. Semi-automatic CAD systems overcome these limitations, however, they also have problems including high FP (False Positive) rate and a large amount of training data required for training a classifier. The proposed system which overcomes the aforementioned problems to detect mass is composed of the suspected area selection, the level set segmentation and SVM (Support Vector Machine) classification. To assess the efficacy of the system, 60 test images from the FFDM (Full-Field Digital Mammography) are analyzed and compared with the previous semi-automatic system, which uses the ANN classifier. The experimental results of the proposed system indicate higher accuracy of detecting mass in comparison to the previous systems.

Robust finite element model updating of a large-scale benchmark building structure

  • Matta, E.;De Stefano, A.
    • Structural Engineering and Mechanics
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    • v.43 no.3
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    • pp.371-394
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    • 2012
  • Accurate finite element (FE) models are needed in many applications of Civil Engineering such as health monitoring, damage detection, structural control, structural evaluation and assessment. Model accuracy depends on both the model structure (the form of the equations) and the model parameters (the coefficients of the equations), and can be generally improved through that process of experimental reconciliation known as model updating. However, modelling errors, including (i) errors in the model structure and (ii) errors in parameters excluded from adjustment, may bias the solution, leading to an updated model which replicates measurements but lacks physical meaning. In this paper, an application of ambient-vibration-based model updating to a large-scale benchmark prototype of a building structure is reported in which both types of error are met. The error in the model structure, originating from unmodelled secondary structural elements unexpectedly working as resonant appendages, is faced through a reduction of the experimental modal model. The error in the model parameters, due to the inevitable constraints imposed on parameters to avoid ill-conditioning and under-determinacy, is faced through a multi-model parameterization approach consisting in the generation and solution of a multitude of models, each characterized by a different set of updating parameters. Results show that modelling errors may significantly impair updating even in the case of seemingly simple systems and that multi-model reasoning, supported by physical insight, may effectively improve the accuracy and robustness of calibration.

Taming of large diameter triaxial setup

  • Nair, Asha M.;Madhavi Latha, G.
    • Geomechanics and Engineering
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    • v.4 no.4
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    • pp.251-262
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    • 2012
  • Triaxial tests are essential to estimate the shear strength properties of the soil or rock. Normally triaxial tests are carried out on samples of 38 mm diameter and 76 mm height. Granular materials, predominantly used in base/sub-base construction of pavements or in railways have size range of 60-75 mm. Determination of shear strength parameters of those materials can be made possible only through triaxial tests on large diameter samples. This paper describes a large diameter cyclic triaxial testing facility set up in the Geotechnical Engineering lab of Indian Institute of Science. This setup consists of 100 kN capacity dynamic loading frame, which facilitates testing of samples of up to 300 mm diameter and 600 mm height. The loading ram can be actuated up to a maximum frequency of 10 Hz, with maximum amplitude of 100 mm. The setup is capable of carrying out static as well as dynamic triaxial tests under isotropic, anisotropic conditions with a maximum confining pressure of 1 MPa. Working with this setup is a difficult task because of the size of the sample. In this paper, a detailed discussion on the various problems encountered during the initial testing using the equipment, the ideas and solutions adopted to solve them are presented. Pilot experiments on granular sub-base material of 53 mm down size are also presented.

Continuous deformation measurement for track based on distributed optical fiber sensor

  • He, Jianping;Li, Peigang;Zhang, Shihai
    • Structural Monitoring and Maintenance
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    • v.7 no.1
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    • pp.1-12
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    • 2020
  • Railway tracks are the direct supporting structures of the trains, which are vulnerable to produce large deformation under the temperature stress or subgrade settlement. The health status of track is critical, and the track should be routinely monitored to improve safety, lower the risk of excess deformation and provide reliable maintenance strategy. In this paper, the distributed optical fiber sensor was proposed to monitor the continuous deformation of the track. In order to validate the feasibility of the monitoring method, two deformation monitoring tests on one steel rail model in laboratory and on one real railway tack in outdoor were conducted respectively. In the model test, the working conditions of simply supported beam and continuous beam in the rail model under several concentrated loads were set to simulate different stress conditions of the real rail, respectively. In order to evaluate the monitoring accuracy, one distributed optical fiber sensor and one fiber Bragg grating (FBG) sensor were installed on the lower surface of the rail model, the strain measured by FBG sensor and the strain calculated from FEA were taken as measurement references. The model test results show that the strain measured by distributed optical fiber sensor has a good agreement with those measured by FBG sensor and FEA. In the outdoor test, the real track suffered from displacement and temperature loads. The distributed optical fiber sensor installed on the rail can monitor the corresponding strain and temperature with a good accuracy.

An Effective Buffer Management Scheme for Sequential and Looping References (순차 참조와 순환 참조들을 고려한 버퍼 캐쉬 관리 기법)

  • Kim, Jong-Min;Choe, Jong-Mu;Kim, Je-Seong;Lee, Dong-Hui;No, Sam-Hyeok;Min, Sang-Ryeol;Jo, Yu-Geun;Kim, Jong-Sang
    • Journal of KIISE:Computer Systems and Theory
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    • v.28 no.1_2
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    • pp.33-44
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    • 2001
  • 최근 버퍼 캐쉬의 성능을 향상시키기 위한 많은 블록 교체 기법들이 제안되었으며 이 중에서 작업 집합 (working set) 변화에 잘 적응하고 구현이 용이한 Least Recently Used (LRU) 블록 교체 기법이 널리 사용되고 있다. 그러나 LRU 블록 교체 기법은 블록들이 규칙적인 참조 패턴을 보이면서 순차 참조되거나 순환 참조될 때 이 규칙성을 적절히 이용하지 못해 성능이 저하되는 문제점을 가진다. 본 논문에서는 다중 응용 트레이스를 이용하여 LRU 블록 교체 기법의 문제점을 관찰하고, 이 문제점을 해결하는 통합된 형태의 효율적인 버퍼 관리 (Unified Buffer Management, 이하 UBM) 기법을 제안한다. UBM 기법은 순차 참조 및 순환 참조를 자동 검출하여 분리된 공간에 저장하고 이들 참조에 적합한 블록 교체 기법으로 이 공간을 관리한다. 또한 순차 참조와 순환 참조를 위한 공간과 나머지 참조를 위한 공간의 비율을 최적으로 할당하기 위해 온라인에서 수집된 정보를 이용하여 계산된 단위 공간 증가당 예상 버퍼 적중 증가율을 이용한다. 다중 응용 트레이스 기반 시뮬레이션 실험에서 UBM 기법의 버퍼 적중률은 LRU 블록 교체 기법에 비해 평균 12%, 최대 28%까지 향상된 결과를 보였다.

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Growth of Venture Company and Knowledge Management: The Case of K-MAC(Korea Materials & Analysis Corp.) (벤처기업의 성장과 지식경영: 케이맥(주) 사례를 중심으로)

  • Choi, Jong-in;Kang, Seokjin
    • Knowledge Management Research
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    • v.14 no.5
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    • pp.1-14
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    • 2013
  • This paper is aimed at investigating the factors to grow the new technology based firm(NTBF), K-MAC. NTBFs need an environment in which novelty is encouraged, employees find work meaningful and controllable, learning is incorporated into work, ideas and process improvements are implemented and a balanced focus of the internal and external to the company is fostered. With collaboration between industry and academia, Lynda Aiman-Smith made an instrument of VIQ(Value Innovation Quotient), which is consist of 9 factors, 33 items. VIQ Results can help the company to develop a better understanding of the organization's culture, and its formal subgroups. That is to identify subcultures in the organization, to diagnose potential problems or inhibitors of innovation, to identify organizational strengths for innovation and set a quantitative baseline. Using the VIQ,K-MAC analysed the subculture of innovation potential capability. K-MAC organized the COP(community of practice) with the young employees' participation and try to solve the real problem in the working place. This paper explained the diverse growing trajectory through the TPM concept and suggest for the future strategy.

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A Review of EOS Thermal Control Logic for MSC on KOMPSAT-2

  • Heo H.P.;Kong J.P.;Kim Y.S.;Park J.E.;Youn H.S.;Paik H.Y.
    • Proceedings of the KSRS Conference
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    • 2004.10a
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    • pp.452-455
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    • 2004
  • MSC (Multi-Spectral Camera) system is a remote sensing instrument to obtain high resolution ground image. EOS (Electro-Optic System) for MSC mainly consists of PMA (Primary Mirror Assembly), SMA (Secondary Mirror Assembly), HSTS (High Stability Telescope Structure) and DFPA (Detector Focal Plane Assembly). High performance of EOS makes it possible for MSC system to provide high resolution and high quality ground images. Temperature of the EOS needs to be controlled to be in a specific range in order not to have any thermal distortion which can cause performance degradation. It is controlled by full redundant CPU based electronics. The validity of thermistor readings can be checked because a few thermistors are installed on each control point on EOS. Various kinds of thermal control logics are used to prevent 'Single Point Failure'. Control logic has a few set of database in order not to be corrupted by SEU (Single Event Upset). Even though the thermal control logic is working automatically, it can also be monitored and controlled by ground-station operator. In this paper, various ways of thermal control logic for EOS in MSC will be presented, which include thermal control mode and logic, redundancy design and status monitoring and reporting scheme.

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Performance Comparison on the Condenser Shapes of Direct Contact Heat Pipe using CFD (전산유체역학을 이용한 직접 접촉식 히트파이프의 응축부 형상에 따른 성능비교)

  • Ko, Jo-Han;Kang, Kyung-Mun;Seo, Tae-Beom
    • 한국태양에너지학회:학술대회논문집
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    • 2008.04a
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    • pp.203-208
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    • 2008
  • The purpose of this study is to compare the different shapes of condenser of the direct contact heat transfer from the heat pipe condenser to the receiving water using CFD. The heat transfer from the working fluid of the heat pipe to receiving fluid flows through the manifolder is one of the important part in evacuated solar collector system. The retrenchment of the thermal resistance between the heat pipe and the manifolder could increase the thermal performances of the whole system. Recently, direct heat transfer from the heat pipe condenser wall to the receiving water was suggested and accompanied experiments were achieved. This experiment shows the better performances of the direct contact heat transfer analogically. Preceding calculations are carried out for the performance comparison: mesh dependence test, discretization method test and equation model test. with these preceding tests, 4 different shapes of condenser are compared and each case were set up for the same heat flux at the condenser wall. The calculation result shows that the efficiency of the extended surface condenser shape is 10% higher then the that of the others.

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Evaluation of seasonal performance for single-stage desalination system with solar energy (1단 증발식 해수담수화 시스템의 계절별 성능 평가)

  • Kwak, Hee-Youl;Joo, Hong-Jin;Joo, Moon-Chang;Kim, Jung-Bae
    • 한국태양에너지학회:학술대회논문집
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    • 2008.04a
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    • pp.221-226
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    • 2008
  • This study was carry out evaluation of seasonal performance for the decentralized desalination system with the solar thermal system and the photovoltaic power system. First operating demonstration system was set up in Cheju in 2006. These system comprises the desalination unit with designed daily fresh water capacity of $2m^3$ and is supplied by a $120m^2$ evacuated tubular solar collector, a $6m^3$ heat storage tank, and a 5kW photovoltaic power generation supply the electricity for hydraulic pumps to move the working fluids. In a spring season day average $392W/m^2$, the daily fresh water showed to produce about 340liter. In a summer season day average $296W/m^2$, the daily fresh water showed to produce about 328liter. In a autumn season day average $349W/m^2$, the daily fresh water showed to produce about 277liter. In a winter season day average $342W/m^2$, the daily fresh water showed to produce about 271liter.

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