• 제목/요약/키워드: Systematic error

검색결과 496건 처리시간 0.021초

국가공간정보통합체계 품질관리시스템 구축을 위한 BPR 수립 (The Establishment of BPR for National Spatial Data Infrastructure Quality Management System)

  • 윤준희
    • 대한공간정보학회지
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    • 제22권4호
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    • pp.81-89
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    • 2014
  • 우리나라는 공공기관과 지방 자치단체에서 생산된 국가 공간정보를 통합관리하고 공동 활용하기 위한 목적으로 국가공간정보통합체계를 구축하였다. 다른 기관에서 구축된 정보가 국가 차원에서 통합 관리됨에 따라 통합된 국가공간정보의 체계적인 품질관리 필요성이 제기되고 있다. 본 논문에서는 국가공간정보통합체계의 품질관리시스템 구축을 위한 업무 프로세스 재설계(BPR: Business Process Reengineering) 수립을 다룬다. 품질관리 업무를 품질관리 대상정의, 품질측정, 평가 및 분석, 품질개선 프로세스로 정의하고, 각 프로세스 별 활동(Activity)을 설계한다. 품질관리 업무를 수행하기 위해서는 오류여부를 판단하기 위한 업무적 규칙(BR: Business Rule)이 필요하다. 본 논문에서는 기본공간정보 중 법정동, 철도경계, 철도중심, 도로경계, 도로중심, 그리고 건물 등 6개에 대하여 BR을 도출한다. 다른 공간정보에 대한 BR은 본 논문에서 제시된 도출 방법을 사용하여 만들어 질 수 있을 것이다. 본 논문에서 수립된 BPR과 도출된 BR을 기반으로 향후 국가공간정보체계 품질관리 시스템을 구축할 수 있을 것으로 사료된다.

The Examination of Reliability of Lower Limb Joint Angles with Free Software ImageJ

  • Kim, Heung Youl
    • 대한인간공학회지
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    • 제34권6호
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    • pp.583-595
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    • 2015
  • Objective: The purpose of this study was to determine the reliability of lower limb joint angles computed with the software ImageJ during jumping movements. Background: Kinematics is the study of bodies in motion without regard to the forces or torques that may produce the motion. The most common method for collecting motion data uses an imaging and motion-caption system to record the 2D or 3D coordinates of markers attached to a moving object, followed by manual or automatic digitizing software. Above all, passive optical motion capture systems (e.g. Vicon system) have been regarded as the gold standards for collecting motion data. On the other hand, ImageJ is used widely for an image analysis as free software, and can collect the 2D coordinates of markers. Although much research has been carried out into the utilizations of the ImageJ software, little is known about their reliability. Method: Seven healthy female students participated as the subject in this study. Seventeen reflective markers were attached on the right and left lower limbs to measure two and three-dimensional joint angular motions. Jump performance was recorded by ten-vicon camera systems (250Hz) and one digital video camera (240Hz). The joint angles of the ankle and knee joints were calculated using 2D (ImageJ) and 3D (Vicon-MX) motion data, respectively. Results: Pearson's correlation coefficients between the two methods were calculated, and significance tests were conducted (${\alpha}=1%$). Correlation coefficients between the two were over 0.98. In Vicon-MX and ImageJ, there is no systematic error by examination of the validity using the Bland-Altman method, and all data are in the 95% limits of agreement. Conclusion: In this study, correlation coefficients are generally high, and the regression line is near the identical line. Therefore, it is considered that motion analysis using ImageJ is a useful tool for evaluation of human movements in various research areas. Application: This result can be utilized as a practical tool to analyze human performance in various fields.

Design and Synthesis of p-hydroxybenzohydrazide Derivatives for their Antimycobacterial Activity

  • Bhole, Ritesh.P.;Borkar, Deepak.D.;Bhusari, Kishore.P.;Patil, Prashant.A.
    • 대한화학회지
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    • 제56권2호
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    • pp.236-245
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    • 2012
  • The main mycobacterial infection in human is tuberculosis caused by Mycobacterium tuberculosis. Tuberculosis is the leading infectious cause of death in the world. Therefore there is continuing and compelling need for new and improved treatment for tuberculosis. The entire logic towards design of new compounds containing 4-hydroxy-N'-(1,3-thiazoldin- 2-yldene)benzohydrazide moiety is basically for superior antimycobacterial activity. The recent advances in QSAR and computer science have provided a systematic approach to design a structure of any compound and further, the biological activity of the compound can be predicted before synthesis. The 3D-QSAR studies for the set of 4-hydroxy-N'-(1,3-thiazoldin- 2-yldene)benzohydrazide and their derivatives were carried out by using V-life MDS (3.50). The various statistical methods such as Multiple Linear Regression (MLR), Partial Least Square Regression (PLSR), Principle Component Regression(PCR) and K nearest neighbour (kNN) were used. The kNN showed good results having cross validated $r^2$ 0.9319, $r^2$ for external test set 0.8561 and standard error of estimate 0.2195. The docking studies were carried out by using Schrodinger GLIDE module which resulted in good docking score in comparison with the standard isoniazid. The designed compounds were further subjected for synthesis and biological evaluation. Antitubercular evaluation of these compounds showed that (4.a), (4.d) and (4.g) found as potent inhibitor of H37RV.

탄템 GMA 용접공정의 표면비드높이 예측을 위한 STACO모델 개발에 관한 연구 (A Study on Development of STACO Model to Predict Bead Height in Tandem GMA Welding Process)

  • 이종표;김일수;박민호;박철균;강봉용;심지연
    • Journal of Welding and Joining
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    • 제32권6호
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    • pp.8-13
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    • 2014
  • One of the main challenges of the automatic arc welding process which has been widely used in various constructions such as steel structures, bridges, autos, motorcycles, construction machinery, ships, offshore structures, pressure vessels, and pipelines is to create specific welding knowledge and techniques with high quality and productivity of the production-based industry. Commercially available automated arc welding systems use simple control techniques that focus on linear system models with a small subset of the larger set of welding parameters, thereby limiting the number of applications that can be automated. However, the correlations of welding parameters and bead geometry as welding quality have mostly been linked by a trial and error method to adjust the welding parameters. In addition, the systematic correlation between these parameters have not been identified yet. To solve such problems, a new or modified models to determine the welding parameters for tandem GMA (Gas Metal Arc) welding process is required. In this study, A new predictive model called STACO model, has been proposed. Based on the experimental results, STACO model was developed with the help of a standard statistical package program, MINITAB software and MATLAB software. Cross-comparative analysis has been applied to verify the reliability of the developed model.

Resistance to sliding in orthodontics: misconception or method error? A systematic review and a proposal of a test protocol

  • Savoldi, Fabio;Papoutsi, Aggeliki;Dianiskova, Simona;Dalessandri, Domenico;Bonetti, Stefano;Tsoi, James K.H.;Matinlinna, Jukka P.;Paganelli, Corrado
    • 대한치과교정학회지
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    • 제48권4호
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    • pp.268-280
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    • 2018
  • Resistance to sliding (RS) between the bracket, wire, and ligature has been largely debated in orthodontics. Despite the extensive number of published studies, the lack of discussion of the methods used has led to little understanding of this phenomenon. The aim of this study was to discuss variables affecting RS in orthodontics and to suggest an operative protocol. The search included $PubMed^{(c)}$, $Medline^{(c)}$, and the Cochrane $Library^{(c)}$. References of full-text articles were manually analyzed. English-language articles published between January 2007 and January 2017 that performed an in vitro analysis of RS between the bracket, wire, and ligature were included. Study methods were analyzed based on the study design, description of materials, and experimental setup, and a protocol to standardize the testing methods was proposed. From 404 articles identified from the database search and 242 records selected from published references, 101 were eligible for the qualitative analysis, and six for the quantitative synthesis. One or more experimental parameters were incompatible and a meta-analysis was not performed. Major factors regarding the study design, materials, and experimental setup were not clearly described by most studies. The normal force, that is the force perpendicular to the sliding of the wire and one of the most relevant variable in RS, was not considered by most studies. Different variables were introduced, often acting as confounding factors. A protocol was suggested to standardize testing procedures and enhance the understanding of in vitro findings.

장대교량의 구조 건전도 모니터링을 위한 구조식별 기술 - 최적 센싱 및 FE 모델 개선 중심으로 - (Structural Identification for Structural Health Monitoring of Long-span Bridge - Focusing on Optimal Sensing and FE Model Updating -)

  • 허광희;전준용
    • 한국소음진동공학회논문집
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    • 제25권12호
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    • pp.830-842
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    • 2015
  • This paper aims to develop a SI(structural identification) technique using the kinetic energy optimization technique(KEOT) and the direct matrix updating method(DMUM) to decide on optimal location of sensors and to update FE model respectively, which ultimately contributes to a composition of more effective SHM. Owing to the characteristic structural flexing behavior of cable bridges, which makes them vulnerable to any vibration, systematic and continuous structural health monitoring (SHM) is pivotal for them. Since it is necessary to select optimal measurement locations with the fewest possible measurements and also to accurately assess the structural state of a bridge for the development of an effective SHM, a SI technique is as much important to accurately determine the modal parameters of the current structure based on the data optimally obtained. In this study, the KEOT was utilized to determine the optimal measurement locations, while the DMUM was utilized for FE model updating. As a result of experiment, the required number of measurement locations derived from KEOT based on the target mode was reduced by approximately 80 % compared to the initial number of measurement locations. Moreover, compared to the eigenvalue of the modal experiment, an improved FE model with a margin of error of less than 1 % was derived from DMUM. Finally, the SI technique for long-span bridges proposed in this study, which utilizes both KEOT and DMUM, is proven effective in minimizing the number of sensors while accurately determining the structural dynamic characteristics.

An Evaluation of ETM+ Data Capability to Provide 'Forest-Shrub land-Range' Map (A Case Study of Neka-Zalemroud Region-Mazandaran-Iran)

  • Latifi Hooman;Olade Djafar;Saroee Saeed;jalilvand Hamid
    • 대한원격탐사학회:학술대회논문집
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    • 대한원격탐사학회 2005년도 Proceedings of ISRS 2005
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    • pp.403-406
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    • 2005
  • In order to evaluate the Capability of ETM+ remotely- sensed data to provide 'Forest-shrub land-Rangeland' cover type map in areas near the timberline of northern forests of Iran, the data were analyzed in a portion of nearly 790 ha located in Neka-Zalemroud region. First, ortho-rectification process was used to correct the geometric errors of the image, yielding 0/68 and 0/69 pixels of RMS. error in X and Y axis, respectively. The original and panchromatic bands were fused using PANSHARP Statistical module. The ground truth map was made using 1 ha field plots in a systematic-random sampling grid, and vegetative form of trees, shrubs and rangelands was recorded as a criteria to name the plots. A set of channels including original bands, NDVI and IR/R indices and first components of PCI from visible and infrared bands, was used for classification procedure. Pair-wise divergence through CHNSEL command was used, In order to evaluate the separability of classes and selection of optimal channels. Classification was performed using ML classifier, on both original and fused data sets. Showing the best results of $67\%$ of overall accuracy, and 0/43 of Kappa coefficient in original data set. Due to the results represented above, it's concluded that ETM+ data has an intermediate capability to fulfill the spectral variations of three form- based classes over the study area.

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3단계 베이지안 처리절차 및 신뢰도 자료 처리 코드 개발 (Development of the 'Three-stage' Bayesian procedure and a reliability data processing code)

  • 임태진
    • 경영과학
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    • 제11권2호
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    • pp.1-27
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    • 1994
  • A reliability data processing MPRDP (Multi-Purpose Reliability Data Processor) has been developed in FORTRAN language since Jan. 1992 at KAERI (Korean Atomic Energy Research Institute). The purpose of the research is to construct a reliability database(plant-specific as well as generic) by processing various kinds of reliability data in most objective and systematic fashion. To account for generic estimates in various compendia as well as generic plants' operating experience, we developed a 'three-stage' Bayesian procedure[1] by logically combining the 'two-stage' procedure[2] and the idea for processing generic estimates[3]. The first stage manipulates generic plant data to determine a set of estimates for generic parameters,e.g. the mean and the error factor, which accordingly defines a generic failure rate distribution. Then the second stage combines these estimates with the other ones proposed by various generic compendia (we call these generic book type data). This stage adopts another Bayesian procedure to determine the final generic failure rate distribution which is to be used as a priori distribution in the third stage. Then the third stage updates the generic distribution by plant-specific data resulting in a posterior failure rate distribution. Both running failure and demand failure data can be handled in this code. In accordance with the growing needs for a consistent and well-structured reliability database, we constructed a generic reliability database by the MPRDP code[4]. About 30 generic data sources were reviewed and available data were collected and screened from them. We processed reliability data for about 100 safety related components frequently modeled in PSA. The underlying distribution for the failure rate was assumed to be lognormal or gamma, according to the PSA convention. The dependencies among the generic sources were not considered at this time. This problem will be approached in further study.

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부가매개변수(附加媒介變數)를 고려(考慮)한 번들블럭조정(調整)에 관(關)한 연구(硏究) (A Study on Bundle Block Adjustment with Additional Parameters)

  • 유복모;권현;이현직;정수
    • 대한토목학회논문집
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    • 제10권4호
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    • pp.87-94
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    • 1990
  • 본(本) 연구(硏究)에서는 해석적(解析的) 사진측량(寫眞測量)에서 사용(使用)되고 있는 번들조정기법을 사용(使用)하여 지상사진(地上寫眞)에 대한 블록조정을 실시하고, 대상물에 대한 3차원(次元) 좌표(座標)의 정확도(正確度)의 특성(特性)을 분석(分析)하였다. 다양한 기준점(基準點) 배치(配置) 및 형태(形態)를 적용(適用)하여 최적(最適) 기준점(基準點) 형태(形態) 및 배치(配置)를 선정(選定)하였으며, 동일대상(同一對象) 지역(地域)에 대하여 블록조정에 의한 정확도(正確度)와 단(單)모델조정에 의한 정확도를 비교하고 또다른 블록정기법인 독립모델법과도 정확도를 비교하였다. 또한 적절한 정오차(定誤差) 모델을 선정(選定)하여 부가매개변수(附加媒介變數)에 의한 번들블럭조정의 정확도를 향상(向上)을 해석(解析)하기 위해, 근거리(近距離) 사진측량(寫眞測量)에 의한 블럭을 형성(形成)하고, 적절한 기준점 형태 및 배치에 따른 번들블럭조정을 실시(實施)함으로써 효과적인 정확도 향상 방법을 제시(提示)할 수 있었다.

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DTV 필드테스트를 위한 통합 측정 및 분석 시스템 개발 (Development of an Integrated Measurement and Analysis System for DTV Field Test)

  • 김영민;서영우;목하균;권태훈;이상길
    • 방송공학회논문지
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    • 제10권4호통권29호
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    • pp.599-609
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    • 2005
  • DTV 필드테스트를 위해서는 다양한 계측장비와 운용장비를 통한 매우 많은 측정항목의 측정이 필요하다. 따라서 한 지역을 측정하는데 많은 시간이 소요될 뿐 아니라 측정자의 숙련도에 따라 측정결과의 정확도와 신뢰도가 떨어질 수 있다. 또한, 매체에 따라서는 수 천 지점 이상의 측정을 하게 되는데 이들 측정결과에 대한 체계적인 관리가 절실하다 본 논문에서는 이러한 문제들을 해결하기 위해 다양한 계측장비와 운용장비를 체계적으로 관리하고, 측정절차를 일반화하며 측정결과 데이터를 데이터베이스화하여 측정결과를 용이하게 파악할 수 있는 통합 측정 시스템을 제안한다. 제안된 시스템은 DTV 뿐만 아니라 DMB, DAB 등의 다른 디지털 신호 측정에도 활용할 수 있으며, 실제로 KBS에서 실시한 DTV 필드테스트에 적용하여 기존의 수동측정 시스템보다 정확성과 시간의 효율성 면에서 우수함을 증명하였다.