• 제목/요약/키워드: coefficient charts

검색결과 48건 처리시간 0.021초

RMC 값을 이용한 암반의 강도정수 값 추정도표 및 추정식의 제안 (Suggestion of Charts and Equations Estimating the Strength Parameters of Rock Mass Using the Rock Mass Classification Value)

  • 김민권;이영생
    • 한국지반공학회논문집
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    • 제30권3호
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    • pp.73-85
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    • 2014
  • 암반설계에 필요한 암반의 강도정수 값을 산정할 시에는, 암반 내 원위치시험이 극히 제한적이며 비용이 고가여서 주로 Hoek-Brown 파괴기준을 이용한 추정식을 사용하고 있다. Hoek-Brown 파괴기준식을 사용할 때에는 이 식을 Mohr-Coulomb 파괴기준식으로 변경하여야 지반의 강도정수 값을 추정할 수 있다. 그러나 파괴기준의 변경과정은 계산 및 분석단계 등 여러 단계를 거쳐야 하는 불편함이 있다. 따라서 본 연구에서는 현장에서 접할 수 있는 다양한 조건의 암반상태를 모델링한 후, 일차적으로 Hoek-Brown 파괴기준을 이용하여 강도정수 값을 산정하였다. 그 결과를 분석하여 RMC, 암석의 일축압축강도(${\sigma}_c$), 암석계수($m_i$)의 3가지 사용요소를 이용하여 한번의 계산과정을 통해 암반의 강도정수를 추정할 수 있는 추정식 및 현장에서 손쉽게 강도정수를 산정할 수 있는 추정도표를 제안하였다. 이러한 제안 도표 및 제안식을 기존의 Hoek-Brown 및 Mohr-Coulomb 파괴기준식과 비교, 검토함으로써 본 제안의 타당성을 검증하였다.

Design tables and charts for uniform and non-uniform tuned liquid column dampers in harmonic pitching motion

  • Wu, Jong-Cheng;Wang, Yen-Po;Chen, Yi-Hsuan
    • Smart Structures and Systems
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    • 제9권2호
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    • pp.165-188
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    • 2012
  • In the first part of the paper, the optimal design parameters for tuned liquid column dampers (TLCD) in harmonic pitching motion were investigated. The configurations in design tables include uniform and non-uniform TLCDs with cross-sectional ratios of 0.3, 0.6, 1, 2 and 3 for the design in different situations. A closed-form solution of the structural response was used for performing numerical optimization. The results from optimization indicate that the optimal structural response always occurs when the two resonant peaks along the frequency axis are equal. The optimal frequency tuning ratio, optimal head loss coefficient, the corresponding response and other useful quantities are constructed in design tables as a guideline for practitioners. As the value of the head loss coefficient is only available through experiments, in the second part of the paper, the prediction of head loss coefficients in the form of a design chart are proposed based on a series of large scale tests in pitching base motions, aiming to ease the predicament of lacking the information of head loss for those who wishes to make designs without going through experimentation. A large extent of TLCDs with cross-sectional ratios of 0.3, 0.6, 1, 2 and 3 and orifice blocking ratios ranging from 0%, 20%, 40%, 60% to 80% were inspected by means of a closed-form solution under harmonic base motion for identification. For the convenience of practical use, the corresponding empirical formulas for predicting head loss coefficients of TLCDs in relation to the cross-sectional ratio and the orifice blocking ratio were also proposed. For supplemental information to horizontal base motion, the relation of head loss values versus blocking ratios and the corresponding empirical formulas were also presented in the end.

쥬라기 화강암류에서 발달된 1번 면, 2번 면 및 3번 면의 역학적 특성 (Mechanical Characteristics of the Rift, Grain and Hardway Planes in Jurassic Granites, Korea)

  • 박덕원
    • 광물과 암석
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    • 제33권3호
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    • pp.273-291
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    • 2020
  • 화강암 석산에서 1번 면, 2번 면 및 3번 면으로 알려진 세 직교하는 분할면의 강도 특성을 검토하였다. R, G 및 H 공시체는 거창 및 합천 지역에서 분포하는 쥬라기 화강암류의 블럭 샘플로부터 획득하였다. 이들 세 공시체의 장축의 방향은 세 면 각각에 수직이다. 세 면에 대한 판별에 유용한 주요 사항은 다음과 같다. 첫째, R, G 및 H 공시체의 일축압축강도와 관련된 세 그래프의 스케일링 특성을 보여 주는 도면을 작성하였다. 강도의 증가에 따라 세 공시체의 그래프는 H < G < R의 순으로 배열한다. 공시체 내부의 조직균일도를 지시하는 세 공시체에 대한 그래프의 경사각을 비교하였다. H 공시체(θH, 24.0°~37.3°)에 대한 상기한 각이 세 공시체 중에서 가장 낮다. 둘째, 두 공시체의 평균압축강도의 조합을 나타내는 RG, GH 및 RH 공시체의 세 그래프와 관련된 스케일링 특성을 도출하였다. 다양한 형태를 취하는 이들 세 그래프는 GH < RH < RG의 순으로 배열한다. 섯째, 강도차(Δσt)와 경사각(θ) 사이의 상관도를 작성하였다. 위의 두 파라미터는 -0.003의 지수(λ)를 갖는 지수함수의 상관성을 보여 준다. 두 화강암에서, RH-그래프의 경사각(θRH)이 가장 낮다. 넷째, 세 공시체에 대한 세 종류의 압축강도 그리고 각 공시체에 가해진 압축하중에 평행 배열하는 두 조의 미세균열에 대한 다섯 파라미터 사이의 상관 관계를 보여 주는 여섯 유형의 도면을 작성하였다. 거창 및 합천화강암에 대한 이들 도면으로부터, 빈도수(N, 0.872) 및 밀도(ρ, 0.874)와 함께 총 길이(Lt)에 대한 상관계수(R2)의 평균값(0.877)이 가장 높다. 또한, 세 공시체의 최소(0.768) 및 최대(0.804)의 압축강도에 비하여 평균압축강도와 관련된 상관계수의 값(0.829)이 보다 높다. 다섯째, 거창화강암의 세 공시체에서 발달된 상기의 두 조의 미세균열과 평행한 방향으로 측정한 압열인장강도의 분포 특성을 도출하였다. 관련 도면으로부터, R, G 및 H 공시체에 해당하는 이들 인장강도에 대한 세 그래프는 H(R1+G1) < G(R2+H1) < R(R1+G1)의 순을 보여 준다. 인장강도에 대한 세 그래프의 배열순과 압축강도에 대한 세 그래프의 배열순과 상호 부합한다. 따라서, 세 공시체의 압축강도는 상기한 세 유형의 인장강도와 상호 비례한다. 여섯째, 상기한 세 그래프에서 도출한 각 누적수(N=1~10)에 해당하는 세 인장강도 그리고 각 그래프에 해당하는 다섯 파라미터의 값 사이의 상관 계수를 도출하였다. 10개의 상관도에서 도출한 각 파라미터에 대한 상관 계수의 평균값은 밀도(0.763) < 총 길이(0.817) < 빈도수(0.839) < 평균 길이(Lm, 0.901) ≤ 중앙 길이(Lmed, 0.903)의 순으로 증가한다. 일곱째, 세 공시체에 대한 일축압축강도 그리고 압열인장강도 사이의 상관도를 작성하였다. 상기한 상관도는 세 종류의 압축강도 그리고 다섯 그룹(A~E)의 인장강도를 근거로 아홉 유형으로 분류하였다. 관련 도면으로부터, 최소압축강도를 제외한 평균 및 최대압축강도와 함께 인장강도가 증가할수록, 상관계수의 값은 급격하게 증가한다.

FIR CV-EWMA 관리도 (FIR CV-EWMA Control Chart)

  • 홍의표;강해운;강창욱;백재원
    • 산업경영시스템학회지
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    • 제33권3호
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    • pp.146-153
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    • 2010
  • When the production run is short and process parameters change frequently, it is difficult to monitor the process using traditional control charts. In such a case, the coefficient of variation (CV) is very useful for monitoring the process variability. The CV control chart is an effective tool to control the mean and variability of process simultaneously. The CV control chart, however, is not sensitive at small shifts in the magnitude of CV. The CV-EWMA(exponentially weighted moving average) control chart which was developed recently is effective in detecting a small shifts of CV. Since the CV-EWMA control chart scheme can be viewed as a weighted average of all past and current CV values, it is very sensitive to small change of mean and variability of the process. In this paper, we propose an FIR(Fast initial response) CV-EWMA control chart to improve the sensitivity of a CV-EWMA scheme at process start-up or out-of-control process. Moreover, we suggest the values of design parameters and show the results of the performance study of FIR CV-EWMA control chart by the use of average run length(ARL). Also, we compared the performance of FIR CV-EWMA control chart with that of the CV-EWMA control chart and we found that the CV-EWMA control chart gives longer in-control ARL and much shorter out-of-control ARL.

EWMA 기법을 적용한 CV 관리도의 개발 (Development of CV Control Chart Using EWMA Technique)

  • 홍의표;강창욱;백재원;강해운
    • 산업경영시스템학회지
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    • 제31권4호
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    • pp.114-120
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    • 2008
  • The control chart is widely used statistical process control(SPC) tool that searches for assignable cause of variation and detects any change of process. Generally, ${\bar{X}}-R$ control chart and ${\bar{X}}-S$ are most frequently used. When the production run is short and process parameter changes frequently, it is difficult to monitor the process using traditional control charts. In such a case, the coefficient of variation (CV) is very useful for monitoring the process variability. The CV control chart is an effective tool to control the mean and variability of process simultaneously. The CV control chart, however, is not sensitive at small shift in the magnitude of CV. In this paper, we propose an CV-EWMA (exponentially weighted moving average) control chart which is effective in detecting a small shift of CV. Since the CV-EWMA control chart scheme can be viewed as a weighted average of all past and current CV values, it is very sensitive to small change of mean and variability of the process. We suggest the values of design parameters and show the results of the performance study of CV-EWMA control chart by the use of average run length (ARL). When we compared the performance of CV-EWMA control chart with that of the CV control chart, we found that the CV-EWMA control chart gives longer in-control ARL and much shorter out-of-control ARL.

Time to Surgery and Injury Severity Score

  • Oh, Chang Seon;Lee, Jae Gil;Kim, Seung Hyun
    • Journal of Trauma and Injury
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    • 제29권4호
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    • pp.151-154
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    • 2016
  • Purpose: To evaluate the association between time to surgery and injury severity score (ISS). Methods: Medical charts and records were reviewed for polytrauma patients who underwent trauma surgery from November 2014 to March 2016. The patients were divided into two groups based on the ISS. Results: Among the 217 operated patients, 22 patients underwent first and second surgery. The patients with an ISS over 17 (mean 13.0 days) had a longer interval between surgeries than patients with an ISS of 17 or less (mean 7.5 days) (p=0.031). One hundred and twenty-one patients only underwent elective surgery and there is a positive correlation between ISS and time to elective surgery (p<0.028, Pearson's correlation coefficient=0.224). Seventy-four patients underwent emergent surgery only. Among these, the patients with an ISS of 17 or less underwent general surgery (86%) but the patients with an ISS more than 17 underwent neurological surgery (47%). Conclusion: Patients with high ISS need critical care during the preoperative and postoperative period.

Kano모형을 기반으로 한 스마트 카 기능의 고객 만족도 분석 : 유사 연구사례의 비교를 중심으로 (Customer Satisfaction Analysis of Smart Car Features Using the Kano Model : a Comparative Analysis of Similar Research Cases)

  • 강영태;정규석
    • 품질경영학회지
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    • 제46권3호
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    • pp.717-738
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    • 2018
  • Purpose: This study aims to analyze why surveys of a single set of customer requirement result in different Kano analyses depending on the survey questionnaire designs. Methods: This study singled out 14 common features from four different questionnaires of two studies of Smart Car features and analyzed them using the Kano model. Several methods and devices were used: Group Comparison and Timko Index were applied; Kano Distribution Index, Timko Dispersion and Kano Conformity were newly introduced for the quantitative analysis; Correlations between Timko indices from different Kano questionnaires were conducted; Heuristic Splitting technic for reinforcing attribute categorization is introduced. Results: Correlation Coefficient proved strong positive relations among the three questionnaires, whose agreement degree of the resulting Kano attributes showed less than 10% when Indifferent was ignored. Heuristic Splitting on Timko charts enhanced the degree of the resulting Kano attributes up to 80%. Conclusion: Among the questionnaires the representation of customer requirements tends to move by parallel shifts on the Timko chart maintaining their relative locations. Heuristic Splitting suggests a rational solution to the interpretation of those inexplicable attribute categories resulting from traditional Kano methods.

Design and Analysis of A Pico Propeller Hydro Turbine Applied in Fish Farms using CFD and Experimental Method

  • Tran, Bao Ngoc;Kim, Jun-ho
    • 해양환경안전학회지
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    • 제25권3호
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    • pp.373-380
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    • 2019
  • In this paper, a pico hydro turbine employing low head circulation water at fish farms is designed and evaluated. Due to the advantages of simple structures, small head requirements, and low-cost investment, the constant thickness propeller turbine is considered as a feasible solution. The design process based on the free vortex method is presented in full detail, and a 4-blade runner is built using BladeGen. The turbine performance is analyzed both numerically and via experimental methods. Despite slight differences, the results show similar trends between CFD simulations and experiments carried out on factory test-rigs in a wide range of working conditions. At the design flow rate, the turbine achieves the best efficiency of 70 %, generating 3.5 kW power when rotating at 420 rpm. The internal flow field, as well as the turbine's behavior, are investigated through the distribution of blade streamlines, pressure, and velocity around the runner. Moreover, the pressure coefficient on the blade surface at 3 span positions is plotted while the head loss for each simulation domain is calculated and displayed by charts.

Backster ZCT를 사용한 폴리그라프 검사절차의 일반화가능도: 관련 질문의 개수, 반복측정 횟수, 채점자의 수에 따른 신뢰도의 변화 (Generalizability of Polygraph Test Procedures using Backster ZCT: Changes in reliability as a function of the number of relevant questions, the number of repeated tests, and the number of raters)

  • 엄진섭;한유화;지형기;박광배
    • 감성과학
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    • 제11권4호
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    • pp.553-564
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    • 2008
  • 본 연구에서는 일반화가능도 이론을 이용하여 폴리그라프 검사에 사용된 관련 질문의 개수와 반복측정 횟수 (차트의 수), 채점자 수가 폴리그라프 검사의 신뢰도에 미치는 영향을 평가하였다. 검찰청에서 형사피의자를 대상으로 Backster ZCT를 사용한 폴리그라프 검사자료 중 31명의 폴리그라프 검사자료를 표본추출하였으며, 31명의 검사자료를 13명의 채점자가 수치적 채점방법을 이용하여 채점한 점수에 대하여 일반화가능도 이론을 적용하여 분석하였다. 분석결과, 피검사자의 변량성분이 43.97%로 가장 컸으며, 다음으로 잔여오차변량성분이 16.84%, 피검사자와 반복측정 횟수의 상호작용오차변량성분이 12.17%, 피검사자와 반복측정 횟수, 관련 질문 개수의 삼원상호작용오차변량성분이 10.31%였으며, 나머지 변량성분은 모두 7% 미만이었다. 관련 질문의 개수와 반복측정 횟수, 채점자의 수에 따른 일반화가능도 계수를 산출한 결과, 바람직한 일반화가능도 계수인 0.80 이상을 보이는 조건은 관련 질문 2개 이상과 반복측정 3회 이상, 채점자 2명 이상의 조합인 것으로 나타났다.

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토양수분함량 예측 및 계획관개 모의 모형 개발에 관한 연구(I) (A Study on the Development of a Simulation Model for Predicting Soil Moisture Content and Scheduling Irrigation)

  • 김철회;고재군
    • 한국농공학회지
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    • 제19권1호
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    • pp.4279-4295
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    • 1977
  • Two types of model were established in order to product the soil moisture content by which information on irrigation could be obtained. Model-I was to represent the soil moisture depletion and was established based on the concept of water balance in a given soil profile. Model-II was a mathematical model derived from the analysis of soil moisture variation curves which were drawn from the observed data. In establishing the Model-I, the method and procedure to estimate parameters for the determination of the variables such as evapotranspirations, effective rainfalls, and drainage amounts were discussed. Empirical equations representing soil moisture variation curves were derived from the observed data as the Model-II. The procedure for forecasting timing and amounts of irrigation under the given soil moisture content was discussed. The established models were checked by comparing the observed data with those predicted by the model. Obtained results are summarized as follows: 1. As a water balance model of a given soil profile, the soil moisture depletion D, could be represented as the equation(2). 2. Among the various empirical formulae for potential evapotranspiration (Etp), Penman's formula was best fit to the data observed with the evaporation pans and tanks in Suweon area. High degree of positive correlation between Penman's predicted data and observed data with a large evaporation pan was confirmed. and the regression enquation was Y=0.7436X+17.2918, where Y represents evaporation rate from large evaporation pan, in mm/10days, and X represents potential evapotranspiration rate estimated by use of Penman's formula. 3. Evapotranspiration, Et, could be estimated from the potential evapotranspiration, Etp, by introducing the consumptive use coefficient, Kc, which was repre sensed by the following relationship: Kc=Kco$.$Ka+Ks‥‥‥(Eq. 6) where Kco : crop coefficient Ka : coefficient depending on the soil moisture content Ks : correction coefficient a. Crop coefficient. Kco. Crop coefficients of barley, bean, and wheat for each growth stage were found to be dependent on the crop. b. Coefficient depending on the soil moisture content, Ka. The values of Ka for clay loam, sandy loam, and loamy sand revealed a similar tendency to those of Pierce type. c. Correction coefficent, Ks. Following relationships were established to estimate Ks values: Ks=Kc-Kco$.$Ka, where Ks=0 if Kc,=Kco$.$K0$\geq$1.0, otherwise Ks=1-Kco$.$Ka 4. Effective rainfall, Re, was estimated by using following relationships : Re=D, if R-D$\geq$0, otherwise, Re=R 5. The difference between rainfall, R, and the soil moisture depletion D, was taken as drainage amount, Wd. {{{{D= SUM from { {i }=1} to n (Et-Re-I+Wd)}}}} if Wd=0, otherwise, {{{{D= SUM from { {i }=tf} to n (Et-Re-I+Wd)}}}} where tf=2∼3 days. 6. The curves and their corresponding empirical equations for the variation of soil moisture depending on the soil types, soil depths are shown on Fig. 8 (a,b.c,d). The general mathematical model on soil moisture variation depending on seasons, weather, and soil types were as follow: {{{{SMC= SUM ( { C}_{i }Exp( { - lambda }_{i } { t}_{i } )+ { Re}_{i } - { Excess}_{i } )}}}} where SMC : soil moisture content C : constant depending on an initial soil moisture content $\lambda$ : constant depending on season t : time Re : effective rainfall Excess : drainage and excess soil moisture other than drainage. The values of $\lambda$ are shown on Table 1. 7. The timing and amount of irrigation could be predicted by the equation (9-a) and (9-b,c), respectively. 8. Under the given conditions, the model for scheduling irrigation was completed. Fig. 9 show computer flow charts of the model. a. To estimate a potential evapotranspiration, Penman's equation was used if a complete observed meteorological data were available, and Jensen-Haise's equation was used if a forecasted meteorological data were available, However none of the observed or forecasted data were available, the equation (15) was used. b. As an input time data, a crop carlender was used, which was made based on the time when the growth stage of the crop shows it's maximum effective leaf coverage. 9. For the purpose of validation of the models, observed data of soil moiture content under various conditions from May, 1975 to July, 1975 were compared to the data predicted by Model-I and Model-II. Model-I shows the relative error of 4.6 to 14.3 percent which is an acceptable range of error in view of engineering purpose. Model-II shows 3 to 16.7 percent of relative error which is a little larger than the one from the Model-I. 10. Comparing two models, the followings are concluded: Model-I established on the theoretical background can predict with a satisfiable reliability far practical use provided that forecasted meteorological data are available. On the other hand, Model-II was superior to Model-I in it's simplicity, but it needs long period and wide scope of observed data to predict acceptable soil moisture content. Further studies are needed on the Model-II to make it acceptable in practical use.

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