• 한국강구조학회 논문집
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• 제17권4호통권77호
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• pp.499-509
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• 2005

강풍으로 유발되는 고층건축물의 풍진동은 주로 와류에 의한 풍직각방향의 진동에 의하여 발생한다. 이러한 진동은 단면형상이 일정한 유연하고, 경량이며, 경감쇠인 고층건축물인 경우 가장 심하게 발생한다. 본 논문은 와류에 기인한 풍직각방향의 진동을 저감시키기 위한 공역학적인 방법을 논한 것이다. 항력 및 횡력방향의 압력을 균등화하고 또한 양방향의 공간적인 간섭을 분산시키고, 풍직각 방향으로 작용하는 풍력의 크기를 효율적으로 감소시키기 위하여 건축물의 풍방향 및 풍직각방향에 중공부를 설치하였다. 실험모형은 모두 형상비가 8:1이 되도록 하였고, 중공부의 형상은 2종류, 크기는 2종류, 위치는 6종류로 변화시킨 총 24종류의 모형을 제작하여 풍력실험을 실시한 후 각 모형에 대한 풍방향 및 풍직각방향의 변위응답특성을 조사하였다. 최종적으로 중공부를 가진 모형의 효율성을 분석하기 위하여 중공부를 가진 모형에 대한 결과를 중공부가 없는 정사각형 각주의 변위응답 특성과 비교 분석하여 중공부의 형상 변화, 크기 변화, 위치 변화에 따른 풍진동의 저감효과의 정도를 정량적으로 규명하였다.

• 한국재료학회지
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• 제19권1호
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• pp.28-32
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• 2009

Silicon carbide (SiC) is a promising material for power device applications due to its wide band gap (3.26 eV for 4H-SiC), high critical electric field and excellent thermal conductivity. The Schottky barrier diode is the representative high-power device that is currently available commercially. A field plate edge-terminated 4H-SiC was fabricated using a lift-off process for opening the Schottky contacts. In this case, Ni/Ti dual-metal contacts were unintentionally formed at the edge of the Schottky contacts and resulted in the degradation of the electrical properties of the diodes. The breakdown voltage and Schottky barrier height (SBH, ${\Phi}_B$) was 107 V and 0.67 eV, respectively. To form homogeneous single-metal Ni/4H-SiC Schottky contacts, a deposition and etching method was employed, and the electrical properties of the diodes were improved. The modified SBDs showed enhanced electrical properties, as witnessed by a breakdown voltage of 635 V, a Schottky barrier height of ${\Phi}_B$=1.48 eV, an ideality factor of n=1.04 (close to one), a forward voltage drop of $V_F$=1.6 V, a specific on resistance of $R_{on}=2.1m{\Omega}-cm^2$ and a power loss of $P_L=79.6Wcm^{-2}$.

• 한국산학기술학회논문지
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• 제20권10호
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• pp.415-424
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• 2019

최근 고령인구의 증가로 인해 실내 외에서 고령자들이 편리하게 생활할 수 있는 다양한 재활복지기기에 대한 관심이 증가하고 있다. 본 논문에서는 거동이 불편한 노인 또는 장애인들 스스로가 좁은 실내에서 안전하고 편리하게 이동과 이승이 가능하도록 최소 회전반경과 문턱 극복을 포함하여 설계 제작하였다. 좌식문화가 발전한 실내 환경에서 골절질환, 노인질환 및 기타 무릎, 허리질환을 가진 사용자의 이승 편의성을 제공하고자 하였다. 먼저 실내에서 이 승강이 가능하도록 프레임에 기본적으로 링크, 시트, 암레스트, 커버, 모터, 감속기, 배터리, 충전기, 센서, 컨트롤러 기구물 등을 부착하였다. 사용자의 환경과 신체적 특징을 고려하여 제품 디자인과 구조물을 설계하였으며, 고령자 또는 장애인이 실내에서 일상생활을 지원할 수 있도록 IoT 기능을 추가하였다. 제작된 실내 이 승강 휠체어의 동작성능을 확인하기 위해 구동실험을 수행하였다. 연속 주행시간, 회전반경, 액추에이터 최대부하, 최대 승강 높이, 음압레벨, 운행 보조센서 센싱 최소거리, 서버 및 앱 프로그램 상호 연동과 기기호환성, 듀티 사이클 오차율 시험성능 테스트를 수행하였다. 시험결과, 제작된 휠체어는 각 항목의 성능시험 목표 값을 달성하였으며, 성공적으로 작동하는 것으로 나타났다.

• 국제학술발표논문집
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• The 9th International Conference on Construction Engineering and Project Management
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• pp.1249-1249
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• 2022

The facade, an exterior material of a building, is one of the crucial factors that determine its morphological identity and its functional levels, such as energy performance, earthquake and fire resistance. However, regardless of the type of exterior materials, huge property and human casualties are continuing due to frequent exterior materials dropout accidents. The quality of the building envelope depends on the detailed design and is closely related to the back frames that support the exterior material. Detailed design means the creation of a shop drawing, which is the stage of developing the basic design to a level where construction is possible by specifying the exact necessary details. However, due to chronic problems in the construction industry, such as reducing working hours and the lack of design personnel, detailed design is not being appropriately implemented. Considering these characteristics, it is necessary to develop the detailed design process of exterior materials and works based on the domain-expert knowledge of the construction industry using artificial intelligence (AI). Therefore, this study aims to establish a detailed design automation algorithm for AI-based condition-responsive exterior wall panels and their back frames. The scope of the study is limited to "detailed design" performed based on the working drawings during the exterior work process and "stone panels" among exterior materials. First, working-level data on stone works is collected to analyze the existing detailed design process. After that, design parameters are derived by analyzing factors that affect the design of the building's exterior wall and back frames, such as structure, floor height, wind load, lift limit, and transportation elements. The relational expression between the derived parameters is derived, and it is algorithmized to implement a rule-based AI design. These algorithms can be applied to detailed designs based on 3D BIM to automatically calculate quantity and unit price. The next goal is to derive the iterative elements that occur in the process and implement a robotic process automation (RPA)-based system to link the entire "Detailed design-Quality calculation-Order process." This study is significant because it expands the design automation research, which has been rather limited to basic and implemented design, to the detailed design area at the beginning of the construction execution and increases the productivity by using AI. In addition, it can help fundamentally improve the working environment of the construction industry through the development of direct and applicable technologies to practice.

• 한국가스학회지
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• 제27권2호
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• pp.71-78
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• 2023

일반적으로 평균 수명이 1.0~1.5년인 전기식 액중형 펌프(electrical submersible pump, ESP)는 유·가스 및 저류층 특성, 운영 조건에 따라 성능 저하 및 수명 감소가 발생하며, 이에 따른 ESP의 고장은 회수 및 설치에 따른 높은 유정 개·보수(workover) 비용과 생산 중단에 따른 추가 비용이 발생한다. 이에 본 연구에서는 유·가스정에서 ESP 장기 운영에 따른 수명을 예측하고자 환형 유동 시스템(flow loop system)을 설계 및 구축하고, ESP 설치 초기 시점부터 고장 시점까지의 ESP 수명에 대한 전 주기 데이터를 취득 및 분석하였다. 구축한 시스템에서 산출되는 데이터 중 ESP의 유체유량, 흡입구 및 토출구의 온도, 압력 그리고 외측부에 설치된 진동 측정기의 데이터 분석을 통하여 ESP 장기 운영에 따른 성능 상태를 정상(normal), 권고 I (advise I), 권고 II (advise II), 유지관리(maintenance), 고장(failed)의 총 5단계로 분류하였다. 실험 결과를 통해 ESP 장기 운영시 단계별 데이터의 경향 차이를 확인하였으며, 이를 통해 운영 기간에 따른 ESP의 상태를 진단하고 펌프의 고장을 예측하였다. 본 연구를 통해 도출된 결과는 유·가스정에서 운영되는 ESP의 상태 모니터링(monitoring) 을 위한 고장 예측 프로그램 및 데이터 분석 알고리즘 개발에 활용될 수 있을 것으로 판단된다.

• 대한토목학회논문집
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• 제26권5A호
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• pp.887-899
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• 2006

본 연구의 목적은 교량 거더 단면의 공기역학적 특성을 나타내는 기본 자료인 공기력계수와 플러터계수가 동적응답과 어떠한 상관관계를 가지는지를 규명하는데 있다. 이를 위해 세 단계의 단면모형실험이 수행되었다. 첫 번째 단계에서는 총 7개의 거더 단면 즉, 6개의 플레이트거더 단면과 1개의 박스거더 단면이 고려되었으며 거더 단면의 기하학적 형상, 영각, 바람의 방향 그리고 기류조건이 공기력계수인 항력계수, 양력계수 그리고 모멘트계수에 미치는 영향을 정적 단면모형실험을 통해 살펴보았다. 두 번째 단계에서는 동적실험을 통해 각 단면의 공기력계수와 동적응답의 상관성을 검증하였다. 마지막으로 2자유도하의 동적 단면모형실험을 통해 세 개의 거더 단면의 플러터계수를 산출하고 이를 동적실험결과와 비교하였다. 주어진 단면형상에 대한 비정상 공기력에 의해 변화되는 시스템의 감쇠와 강성을 가장 잘 반영하는 플러터계수는 초기변위-자유진동시스템을 이용하여 추출하였다. 이를 위해 등류조건에서 풍속별로 교량단면의 수직 및 비틀림 초기변위의 시간에 따른 진폭의 감쇠를 측정하였다. 본 연구에서 제시한 교량단면의 공기력계수와 플러터계수는 공탄석해석 및 버펫팅해석을 위한 기본 자료로 유용하게 쓰일 것으로 보인다.

• Physical Therapy Rehabilitation Science
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• 제13권1호
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• pp.53-70
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• 2024

Background: The conventional deadlift is a popular exercise for enhancing trunk, core, and lower extremity strength. However, its use in sports medicine is constrained by concerns of lumbar injuries, despite evidence supporting its safety and rehabilitative benefits. To optimize muscle activation using resistive bands in variable resistance therapy, we explored their feasibility in the deadlift. Design: Comparative experimental design Methods: Surface electromyography recorded muscle activity in the trunk and lower extremities during lifting, with normalization to the isometric Floor Lift using Maximal Voluntary Contraction. Kinematics were measured using inclinometer sensors to track hip and trunk sagittal plane angles. To prevent fatigue, each subject only used one of the three pairs of bands employed in the study. Results: Our study involved 45 healthy subjects (mean age: 30.4 ± 6.3 years) with similar baseline characteristics, except for years of lifting and strength-to-years-of-lifting ratio. Various resistance band groups exhibited significantly higher muscle activity than conventional deadlifts during different phases. The minimal resistance band group had notably higher muscle activity in the trunk, core, and lower extremity muscles, particularly in the end phase. The moderate resistance band group showed increased muscle activity in the mid-and end-phases. The maximum resistance band group demonstrated greater muscle activity in specific muscles during the early phase and overall higher activity in all trunk and lower extremity muscles in the mid and end phases of the deadlift (p<0.05). Conclusion: Our findings provide valuable insights into muscle activation with various resistance bands during deadlift exercise in clinical and gym settings. There appears to be a dose-response relationship between increased resistance bandwidth, external load, myoelectric activation, and range.

• Journal of Hospice and Palliative Care
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• 제9권1호
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• pp.1-10
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• 2006

목적: 말기 암환자 증가로 호스피스에 대한 관심은 증가되고 있으나 이들을 간병하는 보호자에 대한 관심은 아직까지 병원 및 호스피스 프로그램에서 미흡하다. 본 연구는 말기 암 환자를 간병하는 가족 내 주간병인의 건강 관련 삶의 질을 평가하고 이들의 건강 관련 삶의 질에 영향을 미치는 요소를 알아보기 위하여 시행하였다. 방법: 2005년 3월부터 2006년 1월까지 대전의 일개 대학병원 종양 내과에 입원한 말기 암 환자들의 가족 간병인 81명을 대상으로 하여 건강 관련 삶의 질을 평가하였다. 평가설문내용에는 삶의 질을 평가하기 위한 도구로 36-items Short-form, Health Survey (SF-36) 한글판을 사용하였고 조사대상자들의 일반적인 사항과 환자와 간병인의 특성에 관한 내용을 포함하였다. 결과: 간병군의 삶의 질 평균(${\pm}SD$)점수는 47.9 (${\pm}20.7$)점이었다. 65세 이상인 경우, 여성인 경우, 간병기간이 1년 이상으로 길어질 경우, 일일 평균 간병시간이 8시간 이상인 경우, 간병에 환자가 많은 도움을 필요로 하는 경우, 경제적 부담이 큰 경우, 간병인이 부모 또는 배우자인 경우, 대증적 치료만 받고 있는 경우, 병원에 대한 만족도가 낮은 경우 간병인의 삶의 질이 저하되는 것으로 나타났으며, 다중회귀분석을 실시한 결과 간병시간, 경제적 부담도, 치료형태; 대증적 치료만 받는 경우, 간병기간, 성별, 도움이 필요한 ADLs (Activities of daily livings) 문항수 순서로 삶의 질 점수에 영향을 주었고, 이들의 설명력은 63.9% (P=0.044)였다. 결론: 말기암 환자 가족간병인의 삶의 질과 관련된 많은 요인 중 간병시간과 경제적 부담이 가족간병인의 삶의 질에 많은 영향을 주는 교정 가능한 인자로 나타났다. 말기 암 환자 간병인의 간병 시간 및 경제적 부담을 감축하기 위한 사회적 지원이 필요하다. 봉사자와의 관계는 매우 좋다가 81.2%로 대부분을 차지하였고, 병원직원과의 관계는 매우 좋다가 69.7%였고, 다음은 대체로 좋다가 21.2%의 순이었다. 봉사활동에 대해 가족이나 친구의 지지는 어떠한가는 매우 좋다가 83.2%로 대부분을 차지하였다. 2. 대상자의 자원봉사활동 만족도는 평점 $3.09{\pm}0.49$(도구범위 $1{\sim}4$점)로 중간정도이었다. 영역별로 살펴보았을 때 만족도가 가장 높았던 영역은 사회적 접촉영역($3.48{\pm}0.61$)이었고, 다음은 성취영역($3.43{\pm}0.53$), 사회적 인정영역($3.35{\pm}0.70$)의 순이었다. 만족도가 가장 낮았던 영역은 사회적 교환영역($1.65{\pm}0.63$)이었다. 3. 대상자의 인구사회학적 특성에 따른 봉사활동 만족도를 분석한 결과 성별(t=2.038, P=0.044), 결혼상태(F=3.806, P=0.013)에 따라 유의한 차이를 보였다. 4. 대상자의 자원봉사활동 실태에 따른 봉사활동 만족도를 분석한 결과병원봉사활동기간(F=3.326, P=0.008), 봉사활동을 하는 주된 이유(F=2.707, P=0.035), 봉사활동을 위한 교육을 받은 여부(t=-1.982, P=0.050), 봉사활동의 평가 빈도(F=7.877, P=0.000), 봉사활동이 자신의 기술이나 능력에 적합도(F=2.712, P=0.049), 관리자와의 관계(t=-2.517, P=0.013), 다른 병원직원과의 관계(F=5.202, P=0.007), 자원봉사자로서의 활동에 대해 가족이나 친지로부터의 지지(t=-3.394, P=0.001)에 따라 봉사활동 만족도가 유의하게 차이가 있는 것으로 나타났다. 결론: 자원봉사활동 만족도는 중간정도이었고, 봉사활동 만족도는 대상자의 인구사회학적 특성에 따라서는 성별(t=2.038, P=0.

• 수산경영론집
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• 제22권1호
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• pp.1-52
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• 1991

This study deals with the evolutional history of the holding and utilization of fisheries resources in Korea. Fisheries resources have the basic characteristics of the density dependent self-regulating renewable and common property resources, Irrational utilization of fisheries resources is mainly due to the unlimited access to the resources. The holding and utilization of fisheries resources in Koryo era was opened to everyone. But it was nationalized in the early Yi Dynasty. The purpose of its nationalization was to provent the paticular powered-man with their monoplized holding and to levy fisheries tax. Eoeop-peop, the first modern fisheries law in Korea, was enacted as a part of the invasion policy of Japan in 1908. With the japanese annexation of Korea in 1910, the Japanese Government established a new institutional system of fisheries as a part of an overall reformation of the institutional for an implementation of the colonial policy. It was very the new enacted Fisheries Law (Gyogyorei). Also the Government enacted compulsorily another new Fisheries Law (Chosen Gyogyorei) with its adjunct laws and regulations revise the institutional system of fisheries on May 1, 1930. After Eoeop-peop enactment, the fisheries resources in Korea could be used only under the license, permission, and statement. After Korea was from Japan in 1945, Korea Government at last enacted the new fisheries law (Susaneop-peop) in 1953. The goal of Susaneop-peop was to achive the general usage and protection of the fisheries resources, and to attain the development and democratization of the fishery in Korea. This law was amended 13 times until 1990. The license fishery have a legal right on the fishery, called a fishery rigt. This right means a right of exclusive occupation and utilization of a unit of the inshore fishing grounds. The main evolutional issues of license fishery are as the following : 1) the foundation of the exclusive usable fishery right(1911, Gyogyorei), 2) the deletion of the settled U9space lift net and settled space sein net fishery, and the expansion of the cooperative fishery-No.1, 2, and 3 type cooperative fishery-(3rd amendment, 1963), 3) the deletion of the No.2 and 3 type cooperative fishery, and the separation of the culturing fishery in No.1 and 2 type culturing fishery (13th amendment, 1990). The effective period of the license fishery was amended as the following : 1) 1908(Eoeop-peop) : within 10 years, renovation system, 2) 1929(Chosen Gyogyorei) : within 10 years, unlimited extension system, 3) 1971. 7th amendment : 10 years, renovation system, 4) 1972. 8th amendment : 10 years, only 1 extension system, 5) 1975. 9th amendment : 5-10 years, only 1 extension system, 6) 1990.13th amendment : 10 years, within 10 years of total extensional years. The priority order of the fishery license was established in 1953 (Susaneop-peop). The amendment of it is as follows : 1) 1953. enactment \circled1 the fishing grounds that the fishery right is extablished 1st order : the existing fishery right man, unlimited renovation 2nd order : the corporate that the regional fisherfolk organized 3rd order : the rest experienced fishermen \circled2 new fishing grounds 1st order : the corporate that the regional fisherfolk organized 2nd order : the rest experienced fishermen 2) 1971. 9th amendment \circled1 the fishing grounds that the fishery right is established 1st order : the existing fishery right man, unlimited renovation 2nd order : the Eochongye that the regional fisherfolk organized 3rd order : the regional fishery cooperative that the regional fisherfolk organized 4th order : the rest experienced fishermen \circled2 new fishing grounds 1st order : the Eochongye that the regional fisherfolk organized 2nd order : the regional fishery cooperative that the regional fisherfolk organized 3rd order : the rest experienced fishermen 3) 1981. 10th amendment \circled1 the inside of No.1 type cooperative fishing grounds 1st order : the Eochongye that the regional fisherfolk organized 2nd order : the regional fishery cooperative that the regional fisherfolk organized 3rd orer : the rest experienced fishermen 4) 1990. 13th amendment \circled1 No.1 type cultural fishery 1st order : the Eochongye that the regional fisherfolk organized 2nd order : the regional fishery cooperative that the regional fisherfolk organized 3rd order : the rest experienced fishermen \circled2 No.2 type cultural and settle fisher : general priority order The effective period of the permission fishery was amended 6 timed. First, it was within 5 years and renovation system (Eoeop-peop). Now it is 5 years and renovation system. The effective period of the statement fishery was amended 4 times. First, it was within 5 years, and then was amended within 3 years(Chonsen Gyogyorei). Now it is 5 years.

• 한국운동역학회지
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• 제12권1호
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• pp.63-87
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• 2002

The purpose of this study was to analyze the kinematic variables when Uchi-mata(inner thigh reaping throw) performing by Kumi-kata(engagement position, basic hold) types A, B(A: grasping part-behind neck lapel, B: chest lapel) in Judo with three dimensional analysis technique DLT method by videography. The subjects were four male judokas who have been training in Yong-In University(YIU), on Korean Representative level and Uchi-mata is their tokui-nage(favorite technique), the throwing form was filmed on two S-VHS 16mm video camera( 30frame/sec. Panasonic). Kinematic variables were temporal, posture, and COG. The data collection was performing by Uchi-mata. Six good trials were collected for each condition (type A, B) among over 10 trials. The mean values and the standard deviation for each variable were obtained and used as basic factors for examining characteristics of Uchi-mata by Kumi-kata types. The results of this analysis were as follows : 1) Temporal variables The total time elapsed(TE) by Uchi-mata of types A, B were 1.45, 1.56 sec. respectively. Types A shorter than B. 2) Posture variables In performing of Uchi-mata, the range of flexion in type A, left elbow was $45^{\circ}$ and B was $89^{\circ}$ from Event 2(E2) to Event 6(E6). Type A and B were quite different in right elbow angle in Event1(E1). Left shoulder angle of type A was extended and type B was flexed in E4. Both types right shoulder angles were showed similar pattern. Also both hip angles(right/left) were showed similar pattern. When type A performed Uchi-mata the knee-angle of supporting foot showed $142^{\circ}$in the 1st stage of kake phase[KP], and extended to $147^{\circ}$in the 2nd stage of KP. And the foot-ankle angle of supporting foot showed $83^{\circ}$in the 1st stage of KP, and extended to $86^{\circ}$in the 2nd stage of KP. moreover, The knee angle of attacking foot showed $126^{\circ}$in the 1st stage of KP, and extended to $132^{\circ}$in the 2nd stage of KP, and the foot-ankle angle of attacking foot showed $106^{\circ}$in the 1st stage of KP, and extended to $121^{\circ}$in the 2nd stage of KP. When type B performed Uchi-mata the knee-angle of supporting foot showed $144^{\circ}$in the 1st stage of KP, and extended to $154^{\circ}$in the 2nd stage of KP. And the foot-ankle angle of supporting foot showed $83^{\circ}$in the 1st stage of KP, and extended to $92^{\circ}$in the 2nd stage of KP. moreover, The knee angle of attacking foot showed $132^{\circ}$in the 1st stage of KP, and extended to $140^{\circ}$in the 2nd stage of KP, and the foot-ankle angle of attacking foot showed $103^{\circ}$in the 1st stage of KP, and extended to $115^{\circ}$in the 2nd stage of KP. During Uchi-mata performing, type A showed pulling pattern and type B showed lift-pulling pattern. As Kumi-kata types, it were different to upper body(elbow, shoulder angle), but mostly similar to lower body(hip, knee, ankle angle) on both types. 3) C. O. G. variables When the subjects performed Uchi-mata, COG of type A, B up and down in vertical aspect was 71cm, 73.8cm in height from the foot in the 2nd stage of KP. As Kumi-kata types, it were different on medial-lateral direction aspect but weren't different in Kuzushi phase on vertical direction aspect.