본 연구는 정서 자극 유형 중 일상생활과 가장 유사한 정서 경험을 유발하는 자연주의적 자극인 영상 자극을 활용 하여 정서표상의 유사성과 개인 간 반응 일관성을 살펴보기 위해 수행되었다. 이를 위해 다차원척도법을 실시하여 영상 자극이 핵심정서 차원에 위치하는지 확인하고, 참가자 간 분류분석을 사용하여 영상들이 정서유형 별로 구분이 잘 이루어지는지, 영상 자극에 대한 참가자들의 정서표상이 일관적인지 검증하였다. 또한 참가자간 상관분석을 통해 각 영상 자극에 대한 정서표상이 참가자들간 유사한지 추가적으로 확인하였다. 다차원척도법 결과, 정서유발 영상들 이 정서가 차원에서 유의하게 구분되어 Russell(1980)의 핵심정서차원을 부분적으로 지지하였다. 분류분석 결과, 각 영상이 정서유형에 따라 잘 분류되고 예측되었다. 마지막으로, 참가자간 상관분석을 통해 정서 반응 일관성이 각 영상의 정서유형에 따라 다르게 나타남을 확인하였다. 본 연구는 영상 자극에 대한 정서표상과 정서 반응 일관성이 정서 유형에 따라 차이가 있음을 시사한다.

This research investigated consistency of achievement levels stated in the 2015 revised national curriculum of English, high school English textbooks, and the Korean College Scholastic Ability Test (CSAT) according to CEFR Levels. Based on CEFR levels, this study compared levels of targeted achievement standards in the national curriculum, focusing on reading passages in High School EnglishⅡ and CSAT implemented for three consecutive years (2021-2023). Results indicated that the reading section of textbooks and CSAT included a considerable portion of passages whose text difficulty levels were higher than CEFR B2, exceeding the achievement standards required for high school graduates. These results suggest that difficulty levels in the national curriculum, textbooks, and CSAT should be adjusted according to target levels of language proficiency based on CEFR levels so that learning burden of students can be lessened and competency-based English teaching and learning finally can be performed.

PURPOSES : Aiming to evaluate the consistency of road markings at night, the luminance values of road markings at night were compared for merging and diverging areas. METHODS : To evaluate the consistency of road marking at nighttime in merging and diverging areas, the highway geometric structures and luminance of the road markings were collected and analyzed together at the merging and diverging areas. "Luminance" in this study referred to the overall luminance of the road markings as reflected together from surrounding lights, such as moonlight or artificial lights. The luminance of the road markings 90 m ahead of the driver were used. The measured luminance values were analyzed based on the difference ratios and an analysis of variance. RESULTS : Based on a grouping of three categories (interchanges (ICs), merging, and diverging areas), it was found that the difference ratios and analysis of variance values from the ICs and merging and diverging areas were not consistently acceptable. CONCLUSIONS : After evaluating the consistency of road markings at night in the merging and diverging areas, it can be concluded that there is a need for more consistency in the luminance on merging and diverging areas on highways. To enhance consistency, more dedicated lighting guidance for merging and diverging areas on highway areas may be necessary.

PURPOSES : In this study, the luminance of night road markings was measured in a tunnel of length 200 m or less. The purpose of the project is to evaluate the consistency of night road markings. METHODS : In this study, field measurements were conducted to achieve the purpose of this study. Five tunnels with lengths of less than 200 m were selected to measure the luminance value of the road markings. The analysis of the difference in road markings between the inside and outside points of the tunnel and the analysis of alternative tunnels and points were used to assess the consistency of road markings in tunnels. RESULTS : The average luminance of the tunnel’s night road markings was 9.7, and the standard deviation was 3.0. The analysis of variance for the tunnel and point indicated that the p-value was less than 0.05 and was inconsistent. CONCLUSIONS : In conclusion, consistency was assessed by measuring the luminance value of the short tunnel of length 200 m in the Cheongju Sangju Expressway, and it was confirmed that the luminance of the road markings was not consistent with the tunnel and point. Finally, it is necessary to control night lightings on roads outside the tunnel or adjust lighting facilities in the tunnel to enhance the consistency of luminance.

In this study, a method of leakage detection was proposed to locate leak position for a reservoir pipeline valve system using wavelet coherence analysis for an injected pressure wave. An unsteady flow analyzer handled nonlinear valve maneuver and corresponding experimental result were compared. Time series of pressure head were analyzed through wavelet coherence analysis both for no leak and leak conditions. The leak information can be obtained through either time domain reflectometry or the difference in wavelet coherence level, which provide predictions in terms of leak location. The reconstructed pressure signal facilitates the identification of leak presence comparing with existing wavelet coherence analysis.

PURPOSES : In this study, we examined the installation and the effect of the s-type approach lane marking near the stop line of a typical intersection access road. We examined the possibility of installation and standardization of this facility and its impact on vehicular speed management and carbon emission reduction. METHODS : To review the installation and standardization possibilities, the geometric size of the marking was set. The possibility of standardization was examined by applying it to lane markings. The velocity before and after the installation of the marking was compared and analyzed through the velocity estimation equation to assess the impact on speed management. Carbon emissions were estimated by comparing the emissions before and after applying the marking. RESULTS : The s-type approach lane marking can be installed near the stop line of the intersection access road. It was possible to standardize the lane marking by suggesting a formula to determine the size of the geometry. Additionally, the marking enabled vehicular speed management and improvement in the carbon yield. The marking decreased speeds by approximately 10 km/h, from the original speed of 36 km/h to 25.5 km/h after installation. The standard deviation per vehicle was reduced by approximately 5.9 km/h, from 5.8 km/h to 0.9 km/h. Additionally, carbon emissions decreased by 17%, from 14.1 g/40 m to 11.7 g/40 m. CONCLUSIONS : The geometry and size of the lane marking installation can be set near the stop line of the approach road. Standardization of this facility was also possible. The s-type lane marking, installed at the stop line of the approach road, has the potential to control the speed, reduce the acceleration or deceleration, and reduce the carbon emission. In the future, it is expected that such lane markings can be applied to multi-faceted areas

PURPOSES: The purpose of this study is to compare the consistency of widths by analyzing the current situation of the sidewalk in Korea and Japan Neighborhoods Area. METHODS: Literature on the sidewalk width of the Neighborhood Area is reviewed to compare the consistency of width. Through on-site surveys, We identify the current status of sidewalk in Korea and Japan. This compares the sidewalk width consistency in the Neighborhood Area. RESULTS : The width of whole sidewalks in Japan is ranged 330~445cm, which is lAvger than The width of whole sidewalks in Korea, ranged 237~420cm. Frontage Zone width is ranged 60~65cm in Japan, similar to 60cm in Korea. However, in Korea, there is a lAvge difference between Frontage Zone width and walking width average, and the standard deviation of width is lAvger than Japan. The Pedestrian Zone width is ranged 172~325cm in Japan, which is lAvger than ranged 0~295cm in Korea. The width of the Furniture Zone is ranged 135 ~ 331cm in Japan and lAvger than ranged 90~225cm in Korea. In Korea, the difference between the Furniture Zone width and the walking average width is small, and the standard deviation of width is smaller than that of Japan. CONCLUSIONS : In conclusion, the standard deviation of the frontage zone and the pedestrian zone width, which are included in the valid sidewalk width, The Korea is lAvger than in Japan. valid sidewalk width of Korea sidewalk is inconsistent. valid sidewalk width for wheelchair users does not meet the width of more than 2 meters.

This paper analyzes the response strategies the presidential candidates in Korea and in the U. S. use when they deal with the interviewer's accusation of inconsistency and shows the presence of a strategic maneuver for trying to win debates. When an interviewer criticizes politicians who have allegedly changed their views or acted in ways that are contradictory with their earlier statements in political interviews, politicians are often observed to strategically employ category shifts (i.e. agent shift, perspective shift, time shift, identity shift, or dissociation of agenda) to bring about a change in the starting points of discussion, and thus direct the audience attention to the change at hand, rather than the central aspects of the issue. The analysis provides a basis for further considering the action implications of such practices in terms of how the politician's strategic maneuvering response contributes to the resolution of difference in opinion, as viewed by the interviewer and the audience.

본 연구는 기업에서 도입한 인사제도를 얼마나 일관성 있게 실행하는 지가 조직성과에 미치는 영향을 살펴보았다. 기존 연구들은 어떠한 인사제도가 또는 인사제도의 번들이 기업성과에 미치는지, 그리고 어 떠한 과정을 거쳐 이러한 성과가 나타나는지를 주로 살펴보았다. 본 연구는 인사제도의 운영과정 상의 특징에 주목하여, 인사제도 실행이 지속적으로 이루어지는 것이 중요하다는 입장에서 인사제도의 비일관성이 높으면 기업성과에 부정적인 영향을 미치며, 이러한 효과는 종업원들의 회사에 대한 신뢰가 높은 경우 약화된다는 가설을 설정하였다. 한국직업능력개발원의 HCCP 데이터를 활용하여 이상의 가설을 검 증하였는데 2009년(3차년도)부터 2013년(5차년도)년도의 제조업체를 대상으로 총 202개 기업, 연도-기업 관측치는 446개를 최종 분석에 포함되었다. 인사제도의 일관성은 2009, 2011, 2013년 3회의 조사기간에 걸쳐 실행된 인사제도 수의 변화와 도입 및 폐지된 인사제도의 수를 기준으로 측정하였다. 분석결과는 본 연구의 주요 가설을 지지하는 것으로 나타났다.

이 논문은 성경 속의 내러티브를 신의 섭리라는 관점에서 바라보면서 이야기가 어떻게 논리적인 일관성을 유지하며 성경 전체의 틀에 맞춰지는지를 분석한다. 창세기에 기록된 요셉의 이야기는 기독교에서 말하는 구속사의 중요한 일부분을 차지할 뿐 아니라, 사건의 전개과정으로부터 절정에 이르기까지 뛰어난 문학적인 요소를 담고 있는 성경에서 가장 예술적이고 완성된 작품으로 간주된다. 특히 요셉의 내러티브는 신학적으로 난해한 주제인 인간의 자유의지와 하나님의 예정이 어떻게 상충하지 않고 상호보완적인지를 보여주는 대표적인 이야기이다. 또 형들에 의해 애굽에 노예로 팔려간 요셉은 추방당하는 영웅으로서 그가 꾸었던 꿈 혹은 꿈에 나타난 예언이 그대로 이뤄지는 전형적인 고대 추방문학의 주인공 역할을 한다. 여기서 요셉을 애굽에 팔아넘긴 형들의 범죄가 이후 그들 가족과 애굽 및 주변 백성들을 극심한 기근에서 구하고 요셉을 애굽의 총리로 만드는 기초를 제공한다면, 인간의 죄악을 언약의 성취로 이어지게 만드는 하나님의 섭리는 세상을 전지적 관찰자의 시점으로 바라보고 조정하는 문학적인 요소를 가지고 있다고 말할 수 있다. 이런 점에서 이 논문은 요셉의 내러티브를 통하여 인간의 죄악을 궁극적인 선으로 인도하는 신의 섭리를 분석하고 그 논리적 일관성을 살펴봄으로써 성경 이야기의 문학적인 의미를 되짚어본다.

PURPOSES: Previous Speed Profile reflects the patterns of speeds in sections of tangents to curves in the roads. However these patterns are uniform of speeds and Acceleration/Deceleration. In oder to supplement these shortcomings. this study made a new profile which can contain factors of Acceleration/Deceleration through theories of Previous Speed Profiles. METHODS : For sakes, this study developed the speed prediction model of Rural Multi-Lane Highways and calculated Acceleration/Deceleration by appling a Polynomial model based on developed speed prediction model. Polynomial model is based on second by second. Acceleration/Deceleration Profile is developed with the various scenarios of road geometric conditions. RESULTS: The longer an ahead tangent length is, The higher an acceleration rate in curve occurs due to wide sight distance. However when there are big speed gaps between two curves, the longer tangent length alleviate acceleration rate. CONCLUSIONS: Acceleration/Deceleration Profile can overview th patterns of speeds and Accelerations/Decelerations in the various road geometric conditions. Also this result will help road designer have a proper guidance to exam a potential geometric conditions where may occur the acceleration/deceleration states.

PURPOSES : In order to do an improving countermeasures for congestion on the highway with a limited budget, it is very important to select a habitual congestion section effectively. This study is develop CSI(Consitency Service Index) which contained the service for drivers on the highway to select a habitual congestion section. METHODS : By applying the concept of service for the users paying a fee, proposed CSI(Consistency Service Index) to determine habitual delay. CSI is mean that users using the highway road must be provided an environment which can driving more than 80kph, anytime, anywhere. RESULTS : The result applying developed method in this study included most of congestion sections selected by conventional method. but, in some section of existing non-congestion section were included by CSI. The annual average speed and CSI correlation analysis result was high correlation. This result proved that CSI was reflecting road traffic condition well. CONCLUSIONS : It was verified practicality from the delay section of gyeonggi-do area highway. we can judge whether or not to be a habitual congestion in the specific highway and do the traffic improving countermeasures accordingly.

PURPOSES: Road Design Consistency Evaluation can guarantee road alignments with safety factors, however it can be hard work to deal with general car accident factors in only this evaluation index. Ideal Road Design Consistency Evaluation is show the mutual balance of road alignment and human factors with a variety of factors for road safety. METHODS: This study carried out overall road safety evaluations which are methods of running speeding consistency and car platoon safety analysis (driver's behaviors factors) as well. RESULTS: Out of 13 sections in a experimental road layout, safety factors of 8 sections showed 'Good' or 'Fair' status. However, 'Poor' results were found out in 5 sections. Particularly, it showed the different outcomes among the 4 evaluation methods used in this study. CONCLUSIONS: Road safety countermeasures were proposed for the potentially dangerous sections in road which failed to identify in the other methods. This study will contribute toward future study of more reliable Road Design Consistency Evaluation in the future for road safety.

The validity of the results from observational methods such as RULA, REBA, OWAS has been one of major concerns due to their subjective characteristics in determining the posture of interests. There have been many studies regarding validity of the results from each checklist. However, most studies provided only fragmentary rather than comprehensive results in nature. This study specifically tried to analyze consistency of novice user based on intra-observer consistency and sensitivity of industrial types during MSDs(Musculoskekltal Disorders) evaluation with major checklists. In this study, twenty two novice subjects were participated to conduct MSDs evaluation for the forty five jobs from three types of industries(automobile, electronics, hospital). The main results for this study were summarized as follows; 1) The action level based on RULA was always higher than that from REBA and OWAS for all three types of industries., 2) The order of consistency from novice users was OWAS(72.7%(kappa=0.57)) RULA(54.3%(kappa=0.41)), REBA(41.0%(kappa=0.34))., 3) The percentage of agreement between 2nd and 3rd trials was higher than those between 1st and 2nd trials and between 1st and 3rd trials irrespective of industrial types during using RULA and REBA., 4) The average score of automobile industry was higher than those of hospital and electronics industries., 5) The types of jobs associated with five body parts(A1(Front), A2(Interior), A3(Rear), A4(Lower), A5(Door)) in automobile industry showed statistically significant differences in terms of MSDs scores for the body parts considered in each checklists.

본 연구에서는 운전자의 일관성 있는 교통 정보 학습과정을 기반으로 한 일별 동적 모형을 개발하였다. 개발된 모형은 교통 정보 서비스의 효과 분석이 가능한 형태의 체계를 갖추었다. 즉, 교통 시스템에는 교통 정보 서비스 업체(ISP, Information Service Provider)가 존재하며, ISP의 가입자는 과거 실시간 교통 정보를 제공받으며, 이를 바탕으로 경로를 선택한다. 반면, 교통 정보 미가입자는 개인의 경험 또는 친구, 교통방송 등을 통해서만 교통 정보를 학습하게 된다. 운전자의 경로 선택은 Boundedly-rational 모형으로 표현되었으며, 주어진 동적 통행 수요와 경로 선택에 따른 도로 교통망의 성능을 평가하기 위해 미시 교통 시뮬레이션 모형 (파라믹스)이 사용되었다. 개발된 모형은 실제 도로망에 적용되었으며, 도출된 결과는 개발된 모형의 수렴성과 일관성있는 교통 정보 학습 모형의 효과를 입증하였다.

Six sigma has been the most influential management innovation tool in order to achieve the customer’s satisfaction and keep the competition in the age of limitless competition. The success in six sigma is to find the correct CTQ (Critical to Quality). QFD

현재 한국에서는 거짓말탐지검사의 채점과정에서 '일관성' 기준을 사용하고 있다. 본 연구에서는 현재 한국에서 사용하고 있는 거짓말탐지검사 기법의 채점 기준 중 '일관성' 기준의 실증적 타당성을 검증하고자 하였다. 구체적으로는 한국에서 이루어지고 있는 거짓말탐지검사의 채점과정에서 '일관성'을 실제로 고려하고 있는지의 여부를 검증한 후 '일관성'을 고려하여 채점하는 경우와 그렇지 않은 경우에서 거짓말탐지검사 결과의신뢰도(Cronbach' α)와 정확성이 어떻게 달라지는지를 파악하였다. 본 연구는 실제 현장에서 '일관성'을 고려하여 채점 한 원채점자료와 '일관성'을 고려할 수 없도록 가공하여 채점한 실험채점자료를 분석하였다. 원채점자료와 실험채점자료는 동일한 검사관들이 채점하도록 하였다. 그 결과 현재 한국에서는 거짓말탐지검사의 채점과정에서 '일관성'을 고려하고 있는 것이 확인되었다. 신뢰도는 원채점자료가 .93, 실험채점자료가 .91로 비슷한 수준이었다. 정확성은 검찰의 기소 여부와 거짓말탐지검사 점수에 의한 판정을 지표로 사용한 잠재계층분석(N=182)의 결과를 실제 거짓말 여부를 판단하는 기준으로 사용했을 때 원채점자료에서 76.9%, 실험채점자료에서 61.5%로 나타났다. 논의에서는 이러한 결과가 나타난 원인과 한국에서 사용하고 있는 '일관성' 기준이 거짓말탐지검사 채점에서 갖는 유용성에 대하여 논의하였다.

In this study, we suggest a standardization of the logistics terminologies in Korean Standard to improve its consistency. To support this work, some principles for terminology selection and corrections are studied based on the guideline in international standard. The revised terminologies are summarized in Appendix for 20 logistics-related Korean Standards.

고속도로에서 교통사고에 중요한 두 영향요소는 운전자요소와 도로환경요소로 구분되어 진다. 그동안 여러 연구에서 도로환경요소중 설계요소로 알려진 곡선반경, 종단경사, 편경사, 관찰속도와 교통사고와 관련성을 연구하였고 그 밀접한 관련성을 제시하고자 하였다. 본 논문에서는 이들 관련요소 크기가 교통사고와 관련성이 깊다는 사실에 대하여 상관관계분석을 통하여 확인하고자 하였다. 이에 더하여 이들 설계관련요소의 표준편차를 설계일관성으로 정의하고 교통사고의 증감과 비교하여 봄으로써 표준편차로 특징 지워지는 설계요소와 설계속도의 일관성이 교통사고 발생과 상관성이 깊다는 사실을 도출하였다. 본 논문의 결과는 선형설계과정에서 설계일관성의 수치화된 활용을 더 활성화시킬 것으로 기대된다.