• Title/Summary/Keyword: 오지(五遲)

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Higly pure graphene flake fabrication method by using RF thermal plasma (RF thermal plasma system 을 이용한 초고순도 그래핀 플레이크 제조에 관한 연구)

  • O, Jong-Sik;O, Ji-Su;Yeom, Geun-Yeong
    • Proceedings of the Korean Institute of Surface Engineering Conference
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    • 2014.11a
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    • pp.13-13
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    • 2014
  • 그래핀은 높은 열전도도, 이동도, 물리적 강도, 화학적 안정성을 갖는 물질로써 가장 활발하게 연구가 진행되고 있는 소재이다. 하지만, 높은 품질의 그래핀을 생산하기 위한 Chemical Vapor Deposition(CVD) 그래핀 제조 방법은 높은 공정단가와 낮은 수율 문제로 적용에 어려움을 겪고 있다. 본 연구에서는 초고순도 그래핀 플레이크를 RF thermal plasma를 이용하여 제조함으로써 이러한 문제점을 해결하고자 한다.

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특집 - 인슐린 분비 촉진제

  • O, Ji-Yeong
    • The Monthly Diabetes
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    • s.222
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    • pp.13-14
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    • 2008
  • 제 2형 당뇨병환자에서 식이요법 및 운동요법으로 목표 혈당에 도달하지 못하면 경구혈당강하제를 사용해야한다. 목표 혈당은 물론 개인마다 차이는 있을 수 있지만, 일반적으로 식전혈당 90$\sim$130mg/dl, 식후 2시간 혈당 180mg/dl 미만, 당화혈색소 7% 미만이다. 제 2형 당뇨병의 원인은 인슐린 분비결함과 인슐린 저항성으로 알려져 있으며, 이 중 췌장에서의 인슐린 분비를 촉진시켜 혈당을 조절하는 약물로 설폰요소제와 메글리티나이드 약물이 있다. 최근에 개발되어 국내에서 사용되기 시작한 약물로 글루카곤유사펩티드-1 작용제가 있는데, 이는 인슐린 분비를 촉진시켜 식후 혈당을 조절하는데 도움이 된다.

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Map-based location information Application (지도 기반 위치정보 저장 어플리케이션)

  • Oh, Ji-Seon;Lee, Su-Jin;Hyeon, Ga-Young
    • Proceedings of the Korea Information Processing Society Conference
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    • 2017.11a
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    • pp.478-479
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    • 2017
  • 위치 정보의 카테고리 지정 및 메모 추가, 어플리케이션 간의 공유 기능을 통해서 보다 빠른 위치 정보 저장, 현재 위치를 기반으로 하는 장소 추천 기능을 포함하는 위치 정보 저장 어플리케이션을 개발하고자 한다.

A Dynamic Response Analysis about Real Train Loads of the Preflex Railway Bridge (Preflex 철도교량의 실 운행열차하중에 대한 동적응답 분석)

  • Oh Ji-Tack;Kim Hyun-Min;Choi Eun-Soo;Lee Tac-Gyun
    • Proceedings of the KSR Conference
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    • 2004.10a
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    • pp.1021-1027
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    • 2004
  • This research analyzed dynamic responses of the preflex railroad bridge. Vertical deflection and acceleration induced by operating train loads and test train loads were measured. Deflection of bridge by train traveling satisfies deflection limitation regulation (L/800) about the concrete bridge, but compare with UIC standard, vibration acceleration happened fairly greatly. Also test result show that acceleration receives greatly effect about the speed than deflection. It must discuss about vibration acceleration problems for speed elevation hereafter.

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A Quantitative analysis about Wheel Load Variations (실 주행열차의 윤중변동에 대한 정량적 분석)

  • Kim Hyun-Min;Oh Ji-Tack
    • Proceedings of the KSR Conference
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    • 2004.10a
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    • pp.728-732
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    • 2004
  • The purpose of this study is to examine wheel load variations on the bridge. It had been reported that wheel load variations involved un-sprung mass, sprung mass and train running speed, but there are no examples that measured in the running speed actuality track. In this experiment, Attach measurement sensor to equal distance on the track and measured wheel loads by using a dynamic shear strain technique.

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Development of Train Load Model for Railway Bridge Time-History Analysis (철도교량의 동해석을 위한 하중모델의 개발)

  • 김현민;오지택
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2003.10a
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    • pp.97-102
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    • 2003
  • A real train load fluctuates along the track because of complicated movements(Bouncing, Rolling, Pitching and Yawing) and rail conditions. This research has for its object in development of a numerical real train load model including fluctuation characteristics of lateral forces. It is based on Klingel movement theory of a wheelset on straight track it presents a propriety of application by comparison between a 3D-Numerical analysis result using this train load model and a measured data. And this paper presents further study subject to improve a method about the train load modeling.

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A Study on the Assessment of Derailment Factor for the Enhancement of Train Running Safety (열차 주행안전성 향상을 위한 탈선계수 평가에 대한 연구)

  • 오지택;권태수
    • Proceedings of the KSR Conference
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    • 2000.05a
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    • pp.210-217
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    • 2000
  • This paper estimates the derailment factor of running train on the curved track. To estimate the derailment factor, wheel loads and lateral forces of train are measured on the track. The selected measuring points are the 400R and the 600R in the Honam line, the 300R and the 400R in the Janghang line, respectively. The derailment factors are evaluated from the wheel loads and lateral forces which are measured on the all axles of running trains.

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Field Test to Investigate Dynamic Characteristics of Steel Plate Girder Railway Bridges without Ballast (무도상 판형교의 동적거동특성 분석을 위한 실험적 연구)

  • 최진유;오지택;김현민;이상배
    • Proceedings of the KSR Conference
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    • 2002.10a
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    • pp.678-683
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    • 2002
  • Field measurements were conducted to analysis dynamic characteristics of existing steel plate girder railway bridges without ballast. Three bridges which have 9m, 12m, 18m span length in Kyoung-Bu and Ho-Nam Line were selected for test. According to the each bridge, dynamic vertical deflections and vertical and horizontal accelerations were measured. Natural frequencies, vertical deflections and accelerations obtained from field tests were compared with the limit value specified in the UC, Japanese and Korean railway bridge specification.

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