이 연구의 목적은 1) 베트남 고등학생들을 대상으로 Lee et al. (2024)에서 보고한 개정 시스템 사고 검사 도구 의 타당도를 재검증하고, 2) 연구에 참여한 우리나라 고등학생과 베트남 고등학생 간 시스템 사고 능력에 대한 차이를 알아보는 것이다. 이를 위하여 베트남 고등학생 234명이 베트남어로 번역된 개정 시스템 사고 검사 도구 20문항과 STS 척도 20문항에 응답한 자료를 활용하였다. 타당도 분석은 문항 반응 분석(Item Reliability, Item Map, Infit and Outfit MNSQ, 남녀 집단의 DIF)과 탐색적 요인 분석(프로맥스를 활용한 주축 요인 분석)을 통해 검증하고, 나아가 우 리나라 고등학생 475명의 데이터를 함께 활용하여 구조 방정식 모형을 이용한 잠재평균비교를 통해 검증하였다. 연구 결과는 다음과 같다. 첫째, 베트남어로 번역된 R e_ STMI 2 0문항의 문항 반응 분석 결과 Item Reliability는 .97, Infit MNSQ는 .67-1.38으로 나타났으며 Item Map과 DIF 분석에서도 선행 연구에서 보고된 결과와 일치하는 결과가 도출되 었다. 탐색적 요인 분석에서는 모든 문항들이 의도한 하위 요인에 적재되었으며, 요인별 신뢰도는 .662-.833, 전체 신뢰 도는 .876으로 분석되었다. 우리나라 고등학생과 잠재평균비교를 위한 확인적 요인 분석에서 도출된 모형 적합도 수치 는 모두 수용 가능한 값으로 분석되었다(χ 2 /df: 2.830, CFI: .931, TLI: .918, SRMR: .043, RMSEA: .051). 마지막으로 연구에 참여한 우리나라 고등학생과 베트남 고등학생 간 잠재평균비교에서는 시스템 분석, 정신 모델, 팀 학습, 공유 비전 요인에서 작은 효과 크기가, 개인 숙련 요인에선 중간 이상의 효과 크기를 보이며, 베트남 고등학생들이 시스템 사고 능력에서 유의미하게 높은 결과를 보여주었다. 이를 통해 개정 시스템 사고 검사 도구 문항은 안정적인 신뢰도와 타당도를 가지고 있음을 확인할 수 있었다. 앞으로 학생들의 시스템 사고 연구와 관련하여 베트남어 및 영어 등으로 번역한 문항을 활용하여 시스템 사고의 국제 비교 연구도 진행할 필요성이 있을 것이다.

This paper reports the results of an experimental examination using X-rays to test annealing materials for lapped bearing steel (STB2), to confirm the validity of the weighted averaging analysis method. The distribution behavior for the sin diagram and the presence or absence of differences in the peak method, half-value breadth method, and centroid method were investigated. When lapping the annealed bearing steel (STB2) material, a residual stress state with a non-directional steep gradient appeared in the surface layer, and it was found that the weighted averaging analysis method was effective. If there is a steep stress gradient, the sin diagram is curved and the diffraction intensity distribution curve becomes asymmetric, resulting in a difference between the peak method, half-value breadth method, and centroid method. This phenomenon was evident when the stress gradient was more than 2~3 kg/mm2/μm. In this case, if the position of the diffraction line is determined using the centroid method and the weighted averaging analysis method is applied, the stress value on the surface and the stress gradient under the surface can be obtained more accurately. When the stress gradient becomes a problem, since the curvature of the sin diagram appears clearly in the region of sin > 0.5, it is necessary to increase the inclination angle  as much as possible. In the case of a lapping layer, a more accurate value can be obtained by considering  in the weighted averaging analysis method. In an isotropic biaxial residual stress state, the presence or absence of  can be determined as the presence or absence of strain for sin≈0.4.

We propose a method for developing an in-pipe inspection robot based on multiple inertial sensors. Estimating the position of underground pipelines where satellite signals do not reach remains challenging. High-precision inertial sensors and high-tech mobile robots can be solutions, but their high price limits their general use. We developed an in-pipe inspection robot by combining various low-cost sensors with a microcomputer-based RC car platform. First, we fabricated a multi-inertial sensors module by combining commercial grade low-cost MEMS inertial sensors. The sensor values measured by the multi-inertial sensor are transmitted to the main computer through the MCU, and the attitude angle of the vehicle is finally calculated through the inverse variance weighted average. The travel distance of the robot is estimated by using hall sensors and neodymium magnets attached to the inside of the wheels. Also, we measured the pipe diameter using multiple ultrasonic sensors. We verified the estimation accuracy of each sensor through experiments and consequently estimated the 3D trajectory of the in-pipe robot.

This study was conducted to identify the distribution characteristics of the impervious area in urban watersheds and to reduce the deviation of the impervious area ratio that occurs depending on the degree of construction of land surface condition data. The average impervious area ratio by land use that can be applied to the calculation of the urban impervious area ratio was derived by statistically analyzing the distribution characteristics of the impervious area ratio by land use according to the urban watershed conditions. In urban watersheds, the change in impervious area ratio over the past 20 years has continuously increased in watersheds with an impervious area ratio of less than 60%, and decreased in watersheds with a high impervious area ratio of 60% or more. The average impervious area ratio by land use applicable to the land use technique is “Residential area” 84.0%, “Residential and commercial mix” 93.6%, “Commercial and business facilities” 89.8%, “Industrial land” 84.8%, “Public land” 47.3%, “Transportation facility” 93.3%, “Urban revitalization facility” 61.1%, “Bare land” 17.6%, “Special area” 11.4%, “Forest and open space” 3.5%, “Rivers and lakes” 9.2%. As a result of examining the adequacy of the average impervious area ratio by land use, the difference between the calculated value of the impervious area ratio using land use techniques and the actual impervious area ratio of the biotope map ranged from -3.0%p to 2.6%p at the significance level of 95%. In addition, when the watershed condition is applied, the difference ranged from -2.3%p to 1.7%p. By applying the average impervious area ratio by land use derived in this study, it was found that the impervious area ratio of the target urban watershed could be calculated within a deviation of ±3%p.

PURPOSES : The purpose of this study is to review a method to estimate the average travel speed of the Bus Rapid Transit(BRT) section using the bus departure and arrival time data collected using the Korean bus information system (BIS). METHODS : To determine an average travel speed estimation model suitable for the BRT system in Korea, the speed estimated using the speed estimation model of TCQSM, which is used in the U.S., and that using the proposed speed estimation model that used the bus departure and arrival time data were compared with the actual travel speed using a t-test. RESULTS : The average travel speed estimated using the proposed method was more suitable for the actual average travel speed than that estimated using the TCQSM model. CONCLUSIONS : As a result of estimating the average travel speed, if the length of the link is 900 m, SBRT can be constructed on the existing road, but at least 1,200 m must be ensured to build SBRT in the new city. The proposed bus average travel speed estimation model can be used to review the BRT operational efficiency considering the speed limit, traffic signal, and dwelling time at bus stops in the planning and operation stages of the BRT.

This study was conducted to determine the possibility of estimating the daily mean temperature for a specific location based on the climatic data collected from the nearby Automated Synoptic Observing System (ASOS) and Automated Weather System(AWS) to improve the accuracy of the climate data in forage yield prediction model. To perform this study, the annual mean temperature and monthly mean temperature were checked for normality, correlation with location information (Longitude, Latitude, and Altitude) and multiple regression analysis, respectively. The altitude was found to have a continuous effect on the annual mean temperature and the monthly mean temperature, while the latitude was found to have an effect on the monthly mean temperature excluding June. Longitude affected monthly mean temperature in June, July, August, September, October, and November. Based on the above results and years of experience with climate-related research, the daily mean temperature estimation was determined to be possible using longitude, latitude, and altitude. In this study, it is possible to estimate the daily mean temperature using climate data from all over the country, but in order to improve the accuracy of daily mean temperature, climatic data needs to applied to each city and province.

Machines and facilities are physically or chemically degenerated by continuous usage. The representative type of the degeneration is the wearing of tools, which results in the process mean shift. According to the increasing wear level, non-conforming products cost and quality loss cost are increasing simultaneously. Therefore, a preventive maintenance is necessary at some point . The problem of determining the maintenance period (or wear limit) which minimizes the total cost is called the ‘process mean shift problem’. The total cost includes three items: maintenance cost (or adjustment cost), non-conforming cost due to the non-conforming products, and quality loss cost due to the difference between the process target value and the product characteristic value among the conforming products. In this study, we set the production volume as a decreasing function rather than a constant. Also we treat the process variance as a function to the increasing wear rather than a constant. To the quality loss function, we adopted the Cpm+, which is the left and right asymmetric process capability index based on the process target value. These can more reflect the production site. In this study, we presented a more extensive maintenance model compared to previous studies, by integrating the items mentioned above. The objective equation of this model is the total cost per unit wear. The determining variables are the wear limit and the initial process setting position that minimize the objective equation.

Machines and facilities are physically or chemically degenerated by continuous usage. One of the results of this degeneration is the process mean shift. The representative type of the degeneration is wear of tool or machine. According to the increasing wear level, non-conforming products cost and quality loss cost are increasing simultaneously. Therefore a periodic preventive resetting the process is necessary. The total cost consists of three items: adjustment cost (or replacement cost), non-conforming cost due to product out of upper or lower limit specification, and quality loss cost due to difference from the process target value and the product characteristic value among the conforming products. In this case, the problem of determining the adjustment period or wear limit that minimizes the total cost is called the ‘process mean shift’ problem. It is assumed that both specifications are set and the wear level can be observed directly . In this study, we propose a new model integrating the quality loss cost, process variance, and production volume, which has been conducted in different fields in previous studies. In particular, for the change in production volume according to the increasing in wear level, we propose a generalized production quantity function g(w). This function can be applied to most processes and we fitted the g(w) to the model. The objective equation of this model is the total cost per unit wear, and the determining variables are the wear limit and initial process setting position that minimize the objective equation.

본 연구에서는 고해상도 ERA5 재분석자료 중 우리나라 지상 온도 자료의 신뢰성을 검증할 목적으로 종관기상 관측소(ASOS) 관측자료와 비교를 수행하였다. 새롭게 생산되어 배포 중인 ERA5 재분석자료는 높은 시·공간적 해상도를 가져 여러 분야에 활용성이 매우 높다. 자료의 분석 기간은 ASOS 61개 관측소가 1999년 이후로 결측률이 매우 낮으며 시간평균 자료를 제공한다는 점을 고려하여 1999-2018년 기간으로 설정하였다. ERA5 격자 자료는 격자 내 90-m 수치표고모델(DEM) 분포로부터 내륙, 해안, 산악 지역에 해당하는 지형학적인 특성에 따라 분류하여 ASOS 지점 자료와 비교되었다. 분석 기간 전체에 대한 평균 지상 온도는 ASOS와 ERA5 모두 공간 분포의 패턴과 값은 큰 차이없이 유사하였다. ASOS와 ERA5의 산점도 비교를 통해 전체 기간, 특히 여름, 겨울 기간에 대해 계절 변동성을 가진다는 특성을 확인할 수 있었으며, 이는 달별 두 자료 사이의 매시간 차이 확률밀도함수(PDF)의 시계열을 통해서도 확인되었다. 두 자료 사이의 차이를 통계지수인 NMB, RMSE를 계산하여 정량화시켰을 때, 각 값에서 지역적인 특성을 보였으나 모든 지수에서 큰 차이가 없다고 판단할 수 있었으며, 상관성을 보기 위해 R과 IOA를 통해 구한 값은 모두 0.99에 근접하였다. 특히 일평균 산출에 있어 1-시간-평균 값 24개를 이용한 일평균의 경우가 최고와 최저온도의 평균을 이용 하는 일평균에 비해 오차가 작게 나타났고, 두 자료 사이의 상관성도 높게 나타남을 확인하였다. 두 자료의 차이가 나타나는 원인으로 ERA5 격자 내 지형 효과가 가장 클 것으로 판단하여 수치표고모델을 활용하여 각 지역별 PDF를 이용해 첨도 및 왜도를 구하고, 이를 온도 차이 파워 스펙트럼의 1년 주기 변동 크기와 비교하였다. 그 결과, 양의 상관성을 가졌음을 확인하였다. 이는 지형 효과가 두 자료 차이의 원인이라고 설명하는 결과이다.

In this paper, the mean and fluctuating pressure coefficients derived from the results of wind tunnel tests on closed and open dome roofs were analyzed. The distribution characteristics of the fluctuating pressure according to the opening ratio and the height change were discussed. The analysis results showed that when the roof is open, the overall wind pressure decreases due to the open space, but more fluctuation occurred than the closed dome roof.

All machines deteriorate in performance over time. The phenomenon that causes such performance degradation is called deterioration. Due to the deterioration, the process mean of the machine shifts, process variance increases due to the expansion of separate interval, and the failure rate of the machine increases. The maintenance model is a matter of determining the timing of preventive maintenance that minimizes the total cost per wear between the relation to the increasing production cost and the decreasing maintenance cost. The essential requirement of this model is that the preventive maintenance cost is less than the failure maintenance cost. In the process mean shift model, determining the resetting timing due to increasing production costs is the same as the maintenance model. In determining the timing of machine adjustments, there are two differences between the models. First, the process mean shift model excludes failure from the model. This model is limited to the period during the operation of the machine. Second, in the maintenance model, the production cost is set as a general function of the operating time. But in the process mean shift model, the production cost is set as a probability functions associated with the product. In the production system, the maintenance cost of the equipment and the production cost due to the non-confirming items and the quality loss cost are always occurring simultaneously. So it is reasonable that the failure and process mean shift should be dealt with at the same time in determining the maintenance time. This study proposes a model that integrates both of them. In order to reflect the actual production system more accurately, this integrated model includes the items of process variance function and the loss function according to wear level.

A methodology to assess seismic fragility of a nuclear power plant (NPP) using a conditional mean spectrum is proposed as an alternative to using a uniform hazard response spectrum. Rather than the single-scenario conditional mean spectrum, which is the conventional conditional mean spectrum based on a single scenario, a multi-scenario conditional mean spectrum is proposed for the case in which no single scenario is dominant. The multi-scenario conditional mean spectrum is defined as the weighted average of different conditional mean spectra, each one of which corresponds to an individual scenario. The weighting factors for scenarios are obtained from a deaggregation of seismic hazards. As a validation example, a seismic fragility assessment of an NPP containment structure is performed using a uniform hazard response spectrum and different single-scenario conditional mean spectra and multi-scenario conditional mean spectra. In the example, the number of scenarios primarily influences the median capacity of the evaluated structure. Meanwhile, the control frequency, a key parameter of a conditional mean spectrum, plays an important role in reducing logarithmic standard deviation of the corresponding fragility curves and corresponding high confidence of low probability of failure (HCLPF) capacity.

본 연구는 3차원 영상을 이용하여 원예산물의 크기와 플러그묘의 평균초장을 결정하고자 수행되었다. 3차원 영 상을 획득하고자 ToF 카메라와 스테레오비전 카메라를 사용하였다. 본 연구의 3차원 영상 획득용 실험 재료로서 수박, 사과, 배, 단호박, 오렌지의 원예산물과 수박, 토마토 및 고추 플러그묘를 사용하였다. 플러그묘의 평균 초장을 결정하는 지표로서 기존의 측정 기준 대신에 수정초장이 제시되었다. 스테레오비전 영상에 비해서 ToF 영상을 이용한 경우에 원예산물의 크기와 플러그묘의 평균초장 오차가 작게 나타났다. 꼭지가 있는 원예산물을 제외할 경우 ToF 영상을 이용한 원예산물의 둘레와 높이의 오차는 각각 0.0-3.0%, 0.0-4.7%로 나타났다. 또한, 플러그묘의 평균 초장에 대한 오차는 0.0-5.5%로 나타났다. 본 연구를 통해 서 3차원 영상을 이용한 원예산물의 크기와 플러그묘에 대한 초장 추정의 가능성을 확인하였다. 더구나, 본 연구에서 시도된 방법은 3차원 영상으로부터 물체와 배경의 효과적인 분리, 이상치의 제거 등에 활용될 것이다.

In order to understand the tidal current and mean flow at the west channel of Yeoja Bay in the South Sea of Korea, numerical model experiments and vorticity analysis were carried out. The currents flow north at flood and south at ebb respectively and have the reversing form in the west channel. Topographical eddies are found in the surroundings of Dunbyong Island in the east of the channel. The flood currents flow from the waters near Naro Islands through the west channel and the coastal waters near Geumo Islands through the east channel. The ebb currents from the Yeoja Bay flow out along the west and the east channels separately. The south of Nang Island have weak flows because the island is located in the rear of main tidal stream. Currents are converged at ebb and diverged at flood in the northwest of Jeokgum Island. Tidal current ellipses show reversing form in the west channel but a kind of rotational form in the east channel. As the results of tide induced mean flows, cyclonic and anticyclonic topographical eddies at the northern tip but eddies with opposite spin at the southern tip are found in the west channel of Yeoja Bay. The topographical eddies around the islands and narrow channels are created from the vorticity formed at the land shore by the friction between tidal currents and the west channel.