This study focuses on the necessity of MOT methods in companies, especially the utilization level. Based on the analysis structure of the previous study (2012), this study was conducted to compare the results with the previous results. We investigated the settlement level of MOT, the degree of necessity for MOT methods, the degree of actual use, and the Product Realization Process (PRP) for MOT-related researchers in electronic companies (n=184). It was confirmed that the higher the demand for MOT methods in the corporate field, the higher the utilization level (ratio). In particular, the need for and utilization of techniques such as Environmental Analysis, Business Opportunity Analysis, Project Feasibility Review, Roadmap, Risk Management was high. These methods were beneficial along with cost management and quality management techniques. The most challenging part of using MOT methods was the lack of systematic use, the absence of experts, and the difficulty in selecting suitable techniques. The necessity of opening subjects such as Creative Thinking, Communication, Teamwork, and Professional Ethics was high among the PRP subjects. Furthermore, the necessity of opening courses in Cost and Safety Design and Applied Statistics was higher than in the previous study.

This study is a follow-up of Lee (2018) providing a quantitative variationist analysis on the variation of English loanword expressions for ‘smartphone application’ in Korean: ayp, ephul, ayphullikheyisyen, and ephullikheyisyen. Two different data sets including search term frequency ratio from Naver Data Lab and sociolinguistic survey responses from 335 participants regarding the usage of the four loanword variants were examined to identify the usage pattern of the lexical variable. Both search term frequency data and survey responses confirmed that the usage of clipped variants, ayp and ephul, were clearly preferred to their full-formed variants. Logistic regression analyses on the survey data reported that survey takers with higher educational background and more experience in English speaking countries favored using ayp and ayphullikheyisyen. This study argues that Korean speakers with higher education background and more exposure to English favored ay- variants because they considered those variants as more appropriately generated loanwords than evariants.

최근 경주와 포항에서 발생한 지진피해 사례에서 보듯 조적벽체 및 필로티 구조물의 붕괴 위험이 사회적으로 큰 주목을 받고 있다. 본 연구는 명확한 내진설계지침이 없고 수평하중에 대한 내성이 구조적으로 매우 약하며 재난관리시설 중 지 진붕괴 위험이 높은 조적조 구조물에 대한 보강 설계 및 성능평가를 조사하였다. 기존 선행연구에서 발표된 FRP Plate의 외부 접착시 부착파괴의 문제점을 반영하여 부착력이 개선된 매립형 T-Joint BFRP Plate를 개발하였으며, 시공 시 에폭시 계열의 연성페인트를 활용하여 보강구조물의 연성을 개선하는 방법을 제안하였다. 최종적으로 수행된 정적 및 반복가력 실험을 통하여 보강시험체의 강성 및 에너지 소산능력이 각 1.23과 1.39배 증가함을 확인하였다.

PURPOSES : Pavement growth (PG) is a phenomenon whereby the overall length of a concrete pavement increases. The increase in length induces an axial compressive force in the concrete pavement slab, resulting in blow-up and damage of adjacent structures, such as a bridge. PG is influenced by several interacting factors, including climatic conditions, pavement materials, joint systems, incompressible particles (IP) infiltrating the joints or cracks in the slab, and an expansion caused by reactive aggregates in the concrete. However, it is difficult to predict PG and blow-up due to various complicated factors. Therefore, in this study, the pavement growth and blow-up analysis (PGBA) package program was developed to predict the PG and blow-up potential. The PGBA can consider the pavement configuration, expansion joint (EJ) configuration, climatic conditions, and design reliability. To evaluate the effects of influencing factors — such as climatic data, EJ configuration, pavement structures and materials, and design reliability — on PG and occurrence time of blow-up, a numerical example was demonstrated and a sensitivity analysis was performed. METHODS : To predict the PG, the concrete temperature was calculated using an appropriate analytical model. The trigger temperature for pavement growth(TTPG) was predicted using a statistical equation that considers pavement age, joint spacing, and precipitation. An analytical solution for estimating the concrete slab movement was performed. Through the calculated TTPG and the amount of PG, the service life of the EJ (width of EJ) can be predicted compared to the allowable width. In addition, by using analytical and finite elements, the safe temperature(Tsafe) for preventing blow-up occurrence was calculated. The blow-up occurrence was assumed to occur when the variation between the concrete temperature and TTPG was larger than Tsafe. RESULTS :As a result of the sensitivity analysis of maximum temperature and precipitation, the temperature and precipitation increase and the EJ service life and possibility of blow-up decrease. Sensitivity analysis was performed on the thermal expansion coefficient, pavement thickness, base layer type, concrete elastic modulus, and joint rotational stiffness in the concrete pavement structure and properties. In the PGBA program, the coefficient of thermal expansion and the type of base layer significantly affect the EJ life, as do the possibility of blowup and the elastic modulus. The joint rotational stiffness and pavement thickness had little effect on the EJ life but were found to affect the possible timing of blow-up. As a result of the PGBA sensitivity analysis of the width and spacing, which are the specifications of the EJ, the life of the EJ and the possibility of blow-up increased as the joint width increased; however, the EJ life and blow-up increased as the EJ interval reached a certain value. It was found that the possibility of a blow-up occurrence decreased. The results for the PGBA program in extreme weather conditions, the life span of EJs, and the possibility of blow-up in normal climates were reduced by over 50 %. CONCLUSIONS : As a result of PGBA sensitivity analysis, it was found that the substrate type, thermal expansion coefficient, precipitation, and alkali-silica reaction had the greatest influence on pavement expansion and blow-up.

PURPOSES : The objective of this study is to understand blow-up distress and causes in concrete pavement. METHODS : Feasible causes of blow-up and existing models were reviewed based on the literature. Three analytical models were adopted to perform a sensitivity analysis. Input parameters reflected the typical concrete pavement of national expressways. Evaluation of blow-up models was based on the amount of temperature increase and zero stress temperature of the concrete pavement. RESULTS : A review of the literature indicated that the five major causes of blow-up were: increase in temperature and solar radiation, alkaliaggregate reaction (AAR), friction characteristics between the concrete slab and subbase, joint closure (incompressible), and joint freezing. The sensitivity analysis revealed that the coefficient of thermal expansion had the greatest influence on the blow-up safety temperature. CONCLUSIONS : From existing blow-up model results, it could be concluded that the construction of concrete pavement during the winter season was not effective at preventing blow-up. In addition, an equivalent coefficient of thermal expansion that considers slab expansion due to AAR was proposed as a model input parameter for concrete pavement sections damaged by AAR.

PURPOSES : This study deals with a pressure relief joint, which is one of primary preventive methods of blow-up in concrete pavement. The purpose of the study is to estimate the joint sealant protrusion of pressure relief joint filler types according to horizontal displacement of concrete pavement by applying a variety of joint sealants and joint fillers. And test method for resistance of concrete to chloride ion penetration and test method for resistance of concrete to rapid freezing and thawing were conducted to analyze the improvement of concrete durability according to the primer types on concrete surface of stress relief joint. METHODS : Joint fillers of pressure relief joint were categorized into four different types, which are was styrofoam+backer+sealant(type 1), styrofoam+sealant(type 2), foaming styrofoam+sealant(type 3), and preformed joint+sealant(type 4). By varying the depth (10, 20, 30, 50 mm) from the top of the test specimens to the sealant’s surface, the test factors were evaluated for a total of 16 variables. When the specimen’s joint spacing decreased from 70mm to 10mm, the load was stopped. And the displacement of the center of the joint protrusion was measured. The test was terminated when the specimen joint spacing was reduced to 60 mm. The horizontal displacement at the time when the joint protrudes over the specimen surface is recorded and analyzed as the critical threshold displacement. RESULTS : According to the test results according to the type of joint filling material, it was found that there was a difference in the protrusion of the horizontal compression displacement according to the joint filling type. Under the current installation standard of 20mm, the preformed seal joint member showed the best crimping characteristics by securing the safety against protrusion until the horizontal displacement of 50mm occurred. CONCLUSIONS : The most common failures in pressure relief joints are those related to joint sealants, which can be minimized by changing the current joint type, installation depth, etc. to suppress them.

창업시대를 맞이하여 선교적 도구로서 기업의 역할이 중요시 부각되고 있는 바 창업준비 단계에서부터 선교적 기업가 정신으로 무장하여 창업을 하는 것이 매우 중요하다. 특히, 4차 산업 기술의 영향으로 창업의 문턱이 낮아짐에 따라 많은 창업가들이 배출되고 있는데, 창업 준비단계에서부터 신학적, 선교적, 법적, 경제적, 산업적 측면 모두가 고려된 선교적 스타트업 교육 훈련 프로그램이 미흡한 실정이다. 본 연구에서는 선행연구와 창업교육 및 BAM교육 사례 등을 분석하여 미셔널 스타트업(Missional Start-up)의 개념을 정의 하고 이들이 보유하여야 할 역량과 성공요인을 파악하여 창업단계별로 는 예비창업자, 창업초기, 창업후기 등으로 구분하고 부문별로는 영적(Spiritual), 경제적(Economic), 환경적(Environment), 사회적 (Social) 등으로 분류하여 미셔널 스타트업 역량 강화를 위한 ‘3 step-SEES’ 교육 모형을 제안하였다. 나아가 이들의 지속 성장과 선교적 기업으로서 사명을 다할 수 있도록 지원하는 체계와 관련 기관들 의 협력방안, 교육운영 방법, 활성화 방안 등에 대한 함의와 향후 연구 방향을 제안하였다.

Much attention has been devoted to Extensive Reading (ER) to better understand its pedagogical effects on language learners. In this study, we focus on the teaching principles of ER and call for a re-visitation of the Freedom principle (“Learners choose what they want to read”) that has been frequently used by practitioners and researchers of ER. Based on the focus group data collected from enthusiastic readers who participated in ER as a classroom activity and read beyond the designated class goal, we examined how these students chose what they wanted to read in an English-for-Academic-Purposes (EAP) context. The findings suggest that the Freedom principle, while allowing student autonomy, incurs complications in the implementation of ER. Students may experience frustration if given a limited choice of books, providing support for the Freedom principle. However, as students freely choose their books, the activities they engage in may become incompatible with other ER principles. Drawing on the focus group data, we will discuss the details of such complexities and conclude with pedagogical implications.

잭업 드릴링 리그 (Jack-up drilling rigs)는 해양자원개발 분야 중 석유 및 가스 탐사 산업에서 널리 사용되는 대표적인 해양구조 물이다. 이러한 잭업 구조물은 대체로 얕은 수심에서 사용하도록 설계되었지만 에너지 산업의 추세로 대수심 및 가혹한 환경 조건에서도 사용이 가능한 설계가 요구되고 있다. 이러한 잭업구조물의 운영환경 확장에 따라서 과도한 설계를 최소화하고 신뢰성 반영된 설계법이 요구되었다. 기존의 해양구조물 산업에서 잭업 구조물의 설계법은 사용(혹은 허용)응력 설계 (WSD: Working (or Allowable) Stress Design) 방법을 사용하여 설계가 되고 있었다. 이러한 설치환경변화에 따라서 충분한 신뢰성을 확보가 가능한 하중 및 저항계수 (LRFD: Load and Resistance Factored Design) 방법을 최근 개발되었고 규정화가 되었다. LRFD 방법은 통계적 기반으로 한 한계상태설계 개념으로 잭업구조 물의 구성구조부재의 하중과 전산수치해석을 이용한 강도의 불확성을 하중 및 저항 계수로 표현하는 설계법이다. 개발된 LRFD 방법은 실제 잭업구조물 설계의 적합성 판단을 위하여 기존의 WSD 방법과의 정량적인 비교 분석이 반드시 필요하다. 따라서 본 연구는 기존의 WSD와 LRFD 방법으로 이용하여 실 잭업 구조물의 레그 구조를 대상으로 상용유한요소해석코드를 이용하여 정량적인 UC (Unity Check) 값을 기반으로 비교 분석하였다. 분석된 결과로 다양한 환경하중조건 하에서 LRFD 방법을 사용하여 잭업구조물의 레그(Leg) 설계에서 상 당히 합리적인 UC 값을 가지고 기존 대표적인 WSD기법 중에 하나인 API-RP 코드 대비 약 31 % 차이가 분석되었다. 따라서 LRFD 설계 방법이 WSD 방법에 비해 구조 최적화 및 합리적인 설계에 더 유리하다는 것을 확인할 수 있었다.

This study presents an efficient clothes-sizing system for those experiencing obesity in old age with the aim of revitalizing the clothing industry for older obese people. The study targets 249 obese men aged 60 to 85 who satisfy a Rohrer index score of 1.6 or higher and a BMI (body mass index) of 25 or higher. Elderly obese males showed more obesity in the body based on the waist. In particular, those in their 60s were the most obese, and after reaching their 70s, characteristics of old age in which the stature was reduced and the limbs were tapered were shown. The clothes-sizing system was set to 5cm in stature, 5cm and 3cm in chest girth, 2cm in waist girth (omphalion), and 2cm in hip girth according to the KS standards. Through the two-way distribution of each section, the name of the section with a high distribution was given. Casual tops were selected from eight sizes, ranging from 155 to 170cm in stature and 95 to 105cm in chest girth. Suit top sizes were selected from eight sizes, ranging from 160 to 170cm in stature and 94 to 103cm in chest girth. Bottoms suggested 10 sizes distributed between 90 and 100cm in waist girth (omphalion) and 92 and 98cm in hip girth. According to the KS standards, the detailed size was divided into the basic part and the reference part.

A two-phase flow in mini-channels is consist with various flow regimes (such as bubble slug, annular, churn flow) according to gas and liquid phase flow rates. A previous researches revealed that in a case of slug flow in hydrophobic mini-channels, gas and liquid phase are perfectly separated by interfaces and triple contact line. In this study, the single dry slug flow experiments in circular mini-channel (D = 1.018 mm) are conducted to observe interfacial break-up phenomena in high capillary number range (Ca < 0.02). The slug is consist with D.I. water or D.I. water-ethanol binary mixtures (5% and 10%, mole fraction). On the base of previous researches, we calculate the pressure drop at moving triple contact line. In an addition, a single dry slug flow is visualized by using high-speed camera. Through the experiment, three regimes of pressure drop are observed; steady, loss, separation. As a result, criteria between steady and loss regimes is closely related to capillary number, and criteria between loss and separation regimes is related to surface tension.

Since guided missiles with the characteristics of the one-shot system remain stored throughout their entire life cycle, it is important to maintain their storage reliability until the launch. As part of maintaining storage reliability, period of preventive test is set up to perform preventive periodic test, in this case failure detection rate has a great effect on setting up period of preventive test to maintain storage reliability. The proposed method utilizes failure rate predicted by the software on the basis of MIL-HDBK-217F and failure mode analyzed through FMEA (Failure Mode and Effect Analysis) using data generated from the actual field. The failure detection rate of using the proposed method is applied to set periodic test of the actual guided missile. The proposed method in this paper has advantages in accuracy and objectivity because it utilizes a large amount of data generated in the actual field.

본 과업은 핵심적인 농촌자원이자 경관생태자원인 마을숲 및 주변의 시설을 활용하여 지역 및 마을의 경관생태적 복원 및 공동체성 회복을 위한 경관계획적 대안을 제시하는 것을 그 목적으로 하고 있다. 대상지는 장수군 장수읍에 위치한 노하숲으로, 현재 이곳을 포함한 장수읍 일원은 2017년부터 농촌중심지 활성화사업 선도지구사업이 활발히 진행 중에 있다. 계획의 비전 및 방향을 “사람과 숲이 어우러진 행복공감 커뮤니티 숲 조성”로 설정하였으며, 훼손되어온 노하숲의 생태적 가치를 보전하면서도 주민 활용성을 극대화할 수 있도록 계획하였다. 장수군 노인/장애인복지관, 행복나눔센터(계획) 등 주변시설의 앞마당 공간을 제공하여 휴게, 놀이, 여가 등 다양한 활동을 수행할 수 있도록 하며, 동선계획의 경우 무장애 순환형 동선을 구축하여 다양한 계층의 이용 편의성을 향상시키며, 동선계획으로 주 진출입부와 단절된 내부동선을 연결하였으며, 인접한 시설들과의 접근성을 향상시켰다. 기본 구상으로 첫째, UNESCO MAB의 기준에 따라 핵심구역은 생태숲으로, 완충구역은 정원숲을 그리고 협력(전이)구역은 피크닉숲으로 조성 및 유지·관리하고자 한다. 둘째 남동, 북서측에 진입마당을 설치하여 개방감을 확보하고 진입인지성과 편의성을 증진한다. 셋째, 나무놀이터, 그늘쉼터를 조성하여 아이들과 젊은 엄마들의 휴게, 놀이 및 정보공유의 공간으로 활용하도록 한다. 기본구상에 따른 주요 공간은 진입마당, 정원쉼터, 건강쉼터, 숲학습장 및 피크닉숲 등으로 구성하였다.