• 제목/요약/키워드: Evaluation Chart

검색결과 273건 처리시간 0.028초

체험환경교육 프로그램 보고서 평가틀의 개선 및 프로그램 평가 (A Revision of Evaluation Chart and an Evaluation of Site-Based Environmental Education Programs)

  • 박태윤;노경임;정철
    • 한국환경복원기술학회지
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    • 제7권5호
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    • pp.1-11
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    • 2004
  • The purposes of this study are to revise an site-based environmental education(EE) Program evaluation chart and to evaluate site-based EE programs using the chart. For revising the evaluation chart, several elements in the former chart were changed, infused, deleted, integrated, or split. The points of some elements in the former chart were also changed. The revised chart consist of 38 elements in 6 areas: purpose and goal, teaching and learning plan, teaching and learning process, educational effect and programs evaluation, Program characteristic, and program operation. Using the revised chart, the researchers evaluated 159 site-based EE programs, funded by the Korean Ministry of Environment in 2002. The result indicated that the mark of 'teaching and learning plan' area is higher than other areas, while the mark of 'educational effect and programs evaluation' is the lowest. On the basis of evaluation, the researchers offered some recommendations for the Korean site-based EE programs.

확장된 종속차트를 사용한 효율적인 점진 평가 방법 (An Efficient Incremental Evaluation Technique Using an Extended Dependency Chart)

  • 한정란
    • 인터넷정보학회논문지
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    • 제10권2호
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    • pp.75-84
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    • 2009
  • 프로그램의 생산성을 향상시키기 위해 프로그램 개발 단계에서 소요되는 비용을 최소화하려는 연구가 다양하게 진행되고 있다. 점진 평가는 프로그램을 수정할 경우, 전체 프로그램을 다시 평가하는 대신 수정한 부분과 그 부분에 영향 받는 부분만을 다시 평가하는 방법이다. 점진 평가 방법은 전체 프로그램을 다시 평가하지 않기 때문에, 프로그램 개발 환경의 실행 효율성 측면에서 고려해 볼 때 매우 중요하다. 본 논문에서는 명령형 언어를 위해 제시된 종속 차트(dependency chart)를 확장하여 객체 지향언어인 자바 같은 언어에서 점진 평가를 수행할 수 있도록 확장된 종속 차트를 제시한다. 객체 지향언어에서 점진 평가를 수행하는 알고리즘을 제시하고 그 알고리즘의 정확성을 증명하고 실험을 통해 점진 평가의 효율성을 분석한다.

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터널천단변위와 암석 또는 암반의 일축압축강도를 이용한 시공 중인 터널의 예비 안정성 평가 (The Pre-Evaluation of Stability during Tunnel Excavation using Unconfined Compression Strength of Intact Rock or Rock Mass and Crown Settlement Data)

  • 박영화;문홍득;하만복
    • 한국도로학회논문집
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    • 제17권6호
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    • pp.27-32
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    • 2015
  • PURPOSES : It is difficult to estimate tunnel stability because of lack of timely information during tunnel excavation. Tunnel deformability refers to the capacity of rock to strain under applied loads or unloads during tunnel excavation. This study was conducted to analyze a methods of pre-evaluation of stability during tunnel construction using the critical strain concept, which is applied to the results of tunnel settlement data and unconfined compression strength of intact rock or rock mass at the tunnel construction site. METHODS : Based on the critical strain concept, the pre-evaluation of stability of a tunnel was performed in the Daegu region, at a tunnel through andesite and granite rock. The critical strain concept is a method of predicting tunnel behavior from tunnel crown settlement data using the critical strain chart that is obtained from the relationship between strain and the unconfined compression strength of intact rock in a laboratory. RESULTS : In a pre-evaluation of stability of a tunnel, only actually measured crown settlement data is plotted on the lower position of the critical strain chart, to be compared with the total displacement of crown settlement, including precedent settlement and displacement data from before the settlement measurement. However, both cases show almost the same tunnel behavior. In an evaluation using rock mass instead of intact rock, the data for the rock mass strength is plotted on the lower portion of the critical strain chart, as a way to compare to the data for intact rock strength. CONCLUSIONS : From the results of the pre-evaluation of stability of the tunnel using the critical strain chart, we reaffirmed that it is possible to promptly evaluate the stability of a tunnel under construction. Moreover, this research shows that a safety evaluation using the actual instrumented crown settlement data with the unconfined compression strength of intact rock, rather than with the unconfined compression strength of a rock mass in the tunnel working face, is more conservative.

정준상관 기반의 수량화분석에 의한 산사태 취약성 평가기법 제안 (Suggestion of an Evaluation Chart for Landslide Susceptibility using a Quantification Analysis based on Canonical Correlation)

  • 채병곤;서용석
    • 자원환경지질
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    • 제43권4호
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    • pp.381-391
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    • 2010
  • 최근 다양하게 제시되고 있는 확률론적 방법에 의한 산사태 예측기법의 경우 전문적 지식을 기반으로 조사 및 분석이 이루어질 경우에만 분석결과의 신뢰성을 확보할 수 있다. 그러나 재해 발생상황에서는 통계분석을 통한 산사태 예측의 전문가뿐만 아니라 공무원, 지질공학자 등 통계적 전문지식을 갖지 않은 재해분야 담당자도 신뢰성 있고 간편한 방법으로 산사태 취약성을 해석할 수 있어야 한다. 따라서 본 논문은 전문가는 물론 비전문가도 쉽게 의미를 이해하고 활용할 수 있으면서도 정확한 분석을 통한 통계적 접근으로 신뢰성 높은 산사태 취약성 평가표를 개발하여 제안하고자 하였다. 이를 위해 기존에 국내에서 산사태가 집중적으로 발생한 지역의 지질, 지형, 토질자료를 토대로 산사태 정준상관분석을 통한 수량화 기법을 이용하여 산사태 취약성 평가표를 개발하였다. 산사태의 현장자료와 실내시험자료를 바탕으로 통계분석을 실시하고, 그 결과를 토대로 영향인자 선정 및 인자별 급간 값을 설정한 것이다. 수량화 분석결과 산사태를 발생시키는 여러 인자 중 사면경사가 가장 큰 중요도를 가지며, 고도, 투수계수, 간극율, 암질, 건조밀도의 순서로 큰 영향을 미치는 것으로 나타났다. 각 평가항목별로 결정된 점수를 기준으로 평가항목 각각의 세부등급에 대한 점수를 할당하여 산사태재해 취약성 평가표를 개발하였다. 산사태재해 취약성 평가표를 이용하여 평가자는 평가대상 지점에 대해 각 평가항목별 해당 속성, 즉 세부등급을 선택하고, 선택된 각 속성별 평가점수를 더하면 산사태 취약성을 점수로 신속하게 파악할 수 있다. 또한, 이 결과를 토대로 GIS 기법을 이용한 산사태 예측지도 또는 취약성지도 등을 작성하여 활용할 수 있다.

AHP 분석기법을 이용한 급경사지재해 취약성 평가표 개발 (Development of an Evaluation Chart for Landslide Susceptibility using the AHP Analysis Method)

  • 채병곤;조용찬;송영석;서용석
    • 지질공학
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    • 제19권1호
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    • pp.99-108
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    • 2009
  • 기존의 급경사지재해 평가방법은 현장조사를 기반으로 하여 일정 과정의 실내분석이 실시된 후 그 결과를 도출하기 때문에, 현장에서 즉각적인 평가결과를 도출하기 어려운 점이 있었다. 이러한 문제점과 기존의 주관적 평가방법에서 발생하는 평가결과의 오차를 줄이기 위해 본 연구에서는 현장에서 직접 관련요소를 조사하고 이를 토대로 급경사지재해 취약성을 객관적으로 평가할 수 있는 방법을 개발하고자 노력하였다. 이를 위해 응용통계기법의 하나인 AHP 분석을 이용하여 급경사지재해 취약성 평가표를 개발하였는데, 이는 전문가 설문을 통한 AHP분석 방법의 결과를 이용해 수행한 것으로서, 각 평가항목과 평가항목별 세부등급에 대한 가중치를 각각 설정하였다. 평가항목들의 가중치를 100점으로 환산하여 점수화 한 결과 사면경사가 가장 높은 중요도를 보이고, 투수계수, 함수비, 공극율, 암질, 그리고 고도의 순서로 결정되었다. 이렇게 결정된 평가항목별 점수를 기준으로 평가항목 각각의 세부등급에 대한 점수를 할당하여 급경사지재해 취약성 평가표를 개발하였다. 급경사지재해 취약성 평가표를 이용하여 평가자는 평가대상 지점에 대해 각 평가항목별 해당 속성, 즉 세부등급을 선택하고, 선택된 각 속성별 평가점수를 더하면 급경사지재해 취약성을 점수로 파악할 수 있다.

칼만 게인 궤환 평균을 이용한 적응 EWMA 관리도 설계 (A Study on the Design of Adaptive EWMA Control Chart using Kalman Gain Recursive Average)

  • 윤상원;윤석환;신용백
    • 품질경영학회지
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    • 제24권1호
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    • pp.73-86
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    • 1996
  • Adaptive EWMA(Exponentially Weighted Moving Average)-x control chart using the Kalman gain recursive average is designed. The designed control chart is effective to on-line process monitoring as continuous flow processes. Performance evaluation between the designed control chart and traditional one is implemented. For this, ARL(Average Run Length) is adopted as a criterion. Results show that the designed adaptive EWMA-x control chart has shorter ARL than EWMA-x control chart when process mean is shifted. This model can be extended to process prevention control. The methodology proposed in this research is turned out to show the high performance than that of the given methodologies.

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시계열 모형에서 붓스트랩 기법을 이용한 $\bar{x}$ 와 EWMA 관리도의 수행도 평가 (-Performance Evaluation of $\bar{x}$ and EWMA Control Charts for Time series Model using Bootstrap Technique-)

  • 송서일;손한덕
    • 산업경영시스템학회지
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    • 제23권57호
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    • pp.123-129
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    • 2000
  • The Bootstrap method proposed by Efron is non-parametric method which doesn't depend on the estimation of prior distribution refer to population. A typical statistical process control chart which is generally used is developed under the assumption that observations follow mutually independent and identically distributed within a sample and between samples. However, autocorrelation greatly affect the developed control chart under the assumption that observations are mutually independent. Many researchers showed that the result which was analyzed by using a typical control chart for the observations which has the correlation violated to the independence assumption can not be true. Therefore, we compared the standard method with bootstrap method and then evaluated them for x control chart and EWMA control chart by using bootstrap method which was proposed by Efron in the AR(1) model when the observations have correlation.

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건축파사드 LED칼라의 감성평가모형 연구 (A Study on the Emotional Evaluation Model of LED Colors in Architectural Pacade)

  • 유용우
    • 한국실내디자인학회논문집
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    • 제21권2호
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    • pp.101-111
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    • 2012
  • The purpose of this study is to draw emotional evaluation model related to LED lighting colors and suggest basic informations that enable planned directions of architectural pacade lighting to simulate beforehand in a laboratory. As experimental methods, extracted PAD emotional evaluation model and then directed a experimental model of 10 LED lighting colors, studied and analyzed survey questions. The results are as follows; First, in the case of P(Pleasure-Unpleasure), Red, Yellow, Green, Cyan, Magenta, White and Combination of $G{\leftrightarrow}B$ Colors are satisfying, vibrant and positive distribution chart has shown. Second, in the case of A(Arousal-Unarousal), Red, Yellow, Green, Cyan, Blue, White and Combinations of $R{\leftrightarrow}G$, $G{\leftrightarrow}B$, $R{\leftrightarrow}B$ Colors, it makes a little difference, they have shown useful distribution chart to induce sight in a aroused state. Third, in the case of D(Dominance-Submissiveness), Red, Cyan, Green and Combinations of $G{\leftrightarrow}B$ Colors are free, controlling and extent of effect was excellent. On the contrary, in the case of Yellow and Magenta and Combinations of $R{\leftrightarrow}B$, they are gentle and arouse the protective instinct or feminine distribution chart has shown. Fourth, it showed difference of preference that difference of select ratios of both men and women in Orange, Blue, Greenish-Yellow (preference of man) and Magenta, Combinations of $R{\leftrightarrow}B$ Colors(preference of woman).

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FIR을 이용한 Demerit-CUSUM 관리도의 수행도 평가 (Evaluation of Demerit-CUSUM Control Chart Performance Using Fast Initial Response)

  • 강해운;강창욱;백재원;남성호
    • 산업경영시스템학회지
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    • 제32권1호
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    • pp.94-101
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    • 2009
  • Complex Products may present more than one type of defects and these defects are not always of equal severity. These defects are classified according to their seriousness and effect on product quality and performance. Demerit systems are very effective systems to monitoring the different types of defects. So, classical demerit control chart used to monitor counts of several different types of defects simultaneously in complex products. S.M. Na et al.(2003) proposed the Demerit-CUSUM for the improvement of the demerit control chart performance and Nembhard, D. A. et al.(2001) and G.Y Cho et al.(2004) developed a Demerit control chart using the EWMA technique and evaluated the performance of the control chart. In this paper, we present an effective method for process control using the Demerit-CUSUM with fast initial response. Moreover, we evaluate exact performance of the Demerit-CUSUM control chart with fast initial response, Demerit-CUSUM and Demerit-EWMA according to changing sample size or parameters.

Demerit-DEWMA 관리도 (A Study of Demerit-DEWMA Control Chart)

  • 강해운;백재원;강창욱
    • 산업경영시스템학회지
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    • 제33권2호
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    • pp.9-17
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    • 2010
  • Complex products may present more than one type of defects and these defects are not always of equal severity. These defects are classified according to their seriousness and effect on product quality and performance. So, demerit systems are very effective systems to monitor the different types of defects. Recently, Kang et al.(2009) proposed the revised Demerit-CUSUM for the evaluation of the Demerit-CUSUM control chart performance exactly. In this paper, we present an advanced Demerit control chart using the double EWMA technique. The double EWMA technique is very efficient and strong method for process control where defects and nonconformities occur with various defect types. Moreover, we compare exact performance of Demerit-CUSUM, Demerit-EWMA and Demerit-DEWMA control chart according to changing sample size or mean shifts magnitude. By the result, we confirm that the performance of Demerit-DEWMA control chart is more than the performance of the Demerit-CUSUM and Demerit-EWMA control chart.