• Title/Summary/Keyword: 성능평가계수

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Performance Evaluation of Multilinear Regression Empirical Formula and Machine Learning Model for Prediction of Two-dimensional Transverse Dispersion Coefficient (다중선형회귀경험식과 머신러닝모델의 2차원 횡 분산계수 예측성능 평가)

  • Lee, Sun Mi;Park, Inhwan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.172-172
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    • 2022
  • 분산계수는 하천에서 오염물질의 혼합능을 파악할 수 있는 대표적인 인자이다. 특히 하수처리장 방류수 혼합예측과 같이 횡 방향 혼합에 대한 예측이 중요한 경우, 하천의 지형적, 수리학적 특성을 고려한 2차원 횡 분산계수의 결정이 필요하다. 2차원 횡 분산계수의 결정을 위해 기존 연구에서는 추적자실험결과로부터 경험식을 만들어 횡 분산계수 산정에 사용해왔다. 회귀분석을 통한 경험식 산정을 위해서는 충분한 데이터가 필요하지만, 2차원 추적자 실험 건수가 충분치 않아 신뢰성 높은 경험식 산정이 어려운 상황이다. 따라서 본 연구에서는 SMOTE기법을 이용하여 횡분산계수 실험데이터를 증폭시켜 이로부터 횡 분산계수 경험식을 산정하고자 한다. 또한 다중선형회귀분석을 통해 도출된 경험식의 한계를 보완하기 위해 다양한 머신러닝 기법을 적용하고, 횡 분산계수 산정에 적합한 머신러닝 기법을 제안하고자 한다. 기존 추적자실험 데이터로부터 하폭 대 수심비, 유속 대 마찰유속비, 횡 분산계수 데이터 셋을 수집하였으며, SMOTE 알고리즘의 적용을 통해 회귀분석과 머신러닝 기법 적용에 필요한 데이터그룹을 생성했다. 새롭게 생성된 데이터 셋을 포함하여 다중선형회귀분석을 통해 횡 분산계수 경험식을 결정하였으며, 새로 제안한 경험식과 기존 경험식에 대한 정확도를 비교했다. 또한 다중선형회귀분석을 통해 결정된 경험식은 횡 분산계수 예측범위에 한계를 보였기 때문에 머신러닝기법을 적용하여 다중선형회귀분석에 대한 예측성능을 평가했다. 이를 위해 머신러닝 기법으로서 서포트 벡터 머신 회귀(SVR), K근접이웃 회귀(KNN-R), 랜덤 포레스트 회귀(RFR)를 활용했다. 세 가지 머신러닝 기법을 통해 도출된 횡 분산계수와 경험식으로부터 결정된 횡 분산계수를 비교하여 예측 성능을 비교했다. 이를 통해 제한된 실험데이터 셋으로부터 2차원 횡 분산계수 산정을 위한 데이터 전처리 기법 및 횡 분산계수 산정에 적합한 머신러닝 절차와 최적 학습기법을 도출했다.

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A Comparative Study on Performance Evaluation of Document Clustering Results (문헌 클러스터링 결과의 성능 평가 방법에 관한 비교 연구)

  • 김정하;이재윤
    • Proceedings of the Korean Society for Information Management Conference
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    • 2000.08a
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    • pp.45-50
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    • 2000
  • 자동분류나 정보검색에 활용되는 문헌 클러스터링 결과의 성능을 평가하는 방법에는 여러가지가 있다. 본 논문에서는 제시된 몇 가지 평가방법의 개념과 특징에 대해 알아본다 학술논문 초록 집합인 KTSET과 신문기사 집합인 KFCM-CL을 대상으로 각각 유사계수를 변화시켜가며 클러스터링한 결과에 대해 각 평가방법을 적응해본 후, 특징과 문제점을 살려 보았다.

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A Study on Train Braking Performance Assessment Methods Using Braked Weight Percentage (제동중량비율을 이용한 도시철도차량 제동성능 평가방법 연구)

  • Choi, Don-Bum;Lee, Kang-Mi;Yoon, Yong-Ki
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.11
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    • pp.545-551
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    • 2016
  • In this study, we evaluate the braking performance of an urban railway vehicle to verify its basic safety condition. The braking performance evaluation methods, deceleration measurement and braked weight percentage, were compared for trains with different numbers of cars, in order to assess the advantages of each method and their compatibility. With a probabilistic braking model, the effect of the adhesion coefficient distribution was analyzed in accordance with the train composition. A train with many cars has a narrower deceleration distribution width than one with few cars. The braked weight percentage method is expected to be useful in the design of train signal systems, because it allows the braking distance to be calculated for various initial brake velocities. The deceleration distribution model and its results are expected to be useful as a basis for precise train signal design.

Performance measurements of Positron Emission Tomographs using NEMA NU 2-2007 (NU 2-2007을 이용한 PET/CT 성능평가)

  • An, Hye-Sun;Park, Hoon-Heu;Jin, Gye-Hwan
    • Journal of the Korean Society of Radiology
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    • v.3 no.3
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    • pp.13-21
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    • 2009
  • PET/CT is a machine for imaging in vivo functions or metabolic activities after the administration of radiopharmaceuticals labeled with radioisotope emitting positrons in the body. Recently the number of PET/CT installed in Korean medical institutions is increasing rapidly. In response, the number of PET/CT tests to be used in the diagnosis and treatment of tumors is also increasing every year, and this is increasing the necessity for developing the methods of PET/CT performance evaluation and quality control. Among the test items for the performance evaluation and quality control of PET/CT suggested in NU 2-2007, this study examined spatial resolution test, sensitivity test, image quality, attenuation accuracy & scatter correction test, scatter fraction, count losses and randoms test and accuracy( correction for count losses and randoms).

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Evaluation of Seismic Performance Factors of Diagrid Structural System (다이아그리드 구조 시스템의 내진성능계수 평가)

  • Kim, Kyoung-Hwan;Ju, Young-Kyu;Kim, Sang-Dae
    • Journal of Korean Society of Steel Construction
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    • v.22 no.3
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    • pp.229-239
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    • 2010
  • As a new structural system, the diagrid system resists both gravity and lateral loads with diagonal columns. In current seismic design provisions, however, the response modification factor for a new structural system is not provided yet. ATC-63 provides a new methodology for defining various seismic performance factors, including the response modification factor. ATC-63 includes the collapse margin ratio in modifying the response modification factor, which can vary with many structural systems. In this paper, a non-linear static analysis and a dynamic analysis were conducted for four different diagrid models with 4-to 36-story heights. From these analyses, the response modification factor of the diagrid system was evaluated.

원자력 발전용 직교류 핀-관 열교환기의 성능 평가

  • 김정훈;배성원;김무환;허용석
    • Proceedings of the Korean Nuclear Society Conference
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    • 1997.05a
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    • pp.279-285
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    • 1997
  • 본 연구에서는 나선형과 판형의 핀을 가진 원자력 발전소용 직교류 핀-관 열교환기의 열량을 ARI Standard-410에 따라 실험적으로 측정하여 풍속과 냉수속에 따른 열저항 및 압력 손실을 도출하는 것을 목적으로 하였으며, 이러한 시도를 통해서 실제 열교환기의 성능 평가시 필요한 기술적 자료를 축적하고자 하였다. 실험에서는 나선형 6fin/in, 8fin/1n, 10fin/in 열교환기와 판형 8fin/in 열교환기를 사용하였으며, 풍속을 0.486m/s와 2.214m/s로, 수속을 1m/s~4m/s로 하여 실험을 행하였다. 실험 결과를 통하여, 원자력 발전소의 격납 용기내의 공기조화를 위하여 사용되어 지는 열교환기의 성능 평가 방법 및 실증 능력을 확보하였으며, 풍속 증가에 따라 총괄 열전달 계수는 전체적으로 비례 증가하는 경향을 보였다. 판형이 나선형 보다 열전달 계수가 작게 나타났으며, 나선형 열교환기의 경우 fin수에 따른 변화는 크지 않았으나, 열전달 면적을 고려한 경우에는 나선형 10fin/in 열교환기가 가장 뛰어난 열교환 성능을 발휘함을 알 수 있었다. 또한, 공기측의 압력 손실은 전체적으로 전연 풍속 증가에 따라서 속도 제곱에 비례하여 증가하는 경향을 보였다.

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The Sensitivity Evaluation of Probability Variables to Durability Design of the RC Structures (철근콘크리트 구조물 염해 내구설계에 있어서 설계확률변수의 민감도 평가)

  • Park, Dong-Cheon;Oh, Sang-Gyun
    • Journal of Navigation and Port Research
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    • v.33 no.3
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    • pp.235-240
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    • 2009
  • Simulation method based on probability was developed to evaluate the durability of reinforced concrete structures about chloride attack. The effects of the probability parameters(surface chloride ion concentration, initial combined chloride ion concentration, the depth of cover thickness of concrete, and the chloride ion diffusion coefficient), probability distribution function and it's variation were calculated using the Monte Carlo method and Fick's 2nd law. From the durability design method proposed in this study, the following results were obtained. 1) The effects of the distance from the coast and the chloride ion diffusion coefficient to the corrosion probability were quite high. 2) The effect of the variation of each parameters was relatively low.

Analysis Study of Seasonal Performance Factor for Residential Building Integrated Heat Pump System (주거용 건물에서의 히트펌프 시스템 연성능 평가에 관한 연구)

  • Kang, Eun-Chul;Min, Kyoung-Chon;Lee, Kwang-Seob;Lee, Euy-Joon
    • Transactions of the KSME C: Technology and Education
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    • v.4 no.1
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    • pp.3-10
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    • 2016
  • Heat pump unit performance is represented by the COP(Coefficient of Performance) and expressed by the one point design condition according to KS C 9306. However, when heat pump operated to the real buildings, the simulations are changed continuously according to the actual weather conditions, the building load and heat pump source conditions. The purpose of this paper is to evaluate the APF(Annual performance factor) for a climate dependent building integrated air-to-air heat pump system in major cities in Korea. TRNSYS simulation tool with an international MV standard based IPMVP 4.4.2 was utilized to perform the annual performance analysis. The APF with the multi-performance data based method was calculated as 2.29 for Daejeon residential building case while Busan residential building case appeared as the highest with 2.36.

Seismic Evaluation of Steel Moment Frame Buildings based on Different Response Modification Factors and Fundamental Periods (반응수정계수와 주기의 영향에 대한 철골모멘트저항골조 건물의 내진성능평가)

  • Shin, Ji-Wook;Lee, Ki-Hak;Lee, Do-Hyung
    • Journal of the Earthquake Engineering Society of Korea
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    • v.12 no.5
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    • pp.47-56
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    • 2008
  • This study was performed to evaluate the effect of Response modification factors (R-factor) in 3-, 9- and 20- story steel Moment Resisting Frame (MRF) buildings. Each structure was designed using a R-factor of 8, as tabulated in the 2000 International Building Code provision (IBC 2000) and Korea Building Code (KBC) 2008. In order to evaluate the maximum and minimum performance expected for such structures, an upper bound and lower bound design were adopted for each model. Next, each analytical model was designed using different R-factors (8, 9, 10, 11, 12) and four different structural periods with the original fundamental period. For a detailed case study, a total of 150 analytical models were subjected to 20 ground motions representing a hazard level with a 2% probability of being exceeded in 50 years. In order to evaluate the performance of the structures, static push-over and non-linear time history analysis (NTHA) were performed, and displacement ductility demand was investigated to consider the ductility capacity of the structures. The results show that the dynamic behaviors for the 3- and 9-story buildings are relatively stable and conservative, while the 20-story buildings show a large displacement ductility demand due to dynamic instability factors. (e.g. P-delta effect and high mode effect)