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      • SCOPUSKCI등재

        Barkhausen noise를 이용한 1Cr-1Mo-0.25V강의 열화도 평가

        이종민,안봉영,남승훈,이승석,이억섭,남영현,Lee, Jong-Min,Ahn, Bong-Young,Nahm, Seung-Hoon,Lee, Seung-Seok,Lee, Ouk-Sub,Nam, Young-Hyun 대한기계학회 2002 大韓機械學會論文集A Vol.26 No.7

        It is inevitable to evaluate the life of turbine rotor because the operating periods of power plants need to be extended. For the test, seven kinds of specimens with different degradation levels were prepared by the isothermal heat treatment at $630^{\circ}C$. Magnetic methods utilizing Barkhausen noise coercive force($BN_c$) were applied to detect the degradation caused by thermal aging. Magnetic property of material is related with domain dynamics and that is affected by the microstructure of material. Therefore $BN_c$ is very sensitive to the microstructure change of the material. With the increase of degradation, $BN_c$ was decreased and this phenomenon is considered due to precipitations and grain size. The result was compared with Vickers hardness($H_v$) and coercive force($H_c$) to detect the relative variation, and was related with $H_v$ and YS to estimate the change of the mechanical properties with the degradation.

      • KCI등재

        Cone Beam Computed Tomography의 두부계측분석을 통한 골격성 제3급 부정교합 환자에서 악교정 수술 후 입술과 주위 연조직의 수직적 변화

        이종민,강주완,이종호,김창현,박재억,Lee, Jong-Min,Kang, Joo-Wan,Lee, Jong-Ho,Kim, Chang-Hyen,Park, Je Uk 대한악안면성형재건외과학회 2012 Maxillofacial Plastic Reconstructive Surgery Vol.34 No.5

        Purpose: The aim of this study is to evaluate the vertical changes of the lip and perioral soft tissue, following orthognathic surgery in skeletal class III patients by a cephalometric analysis of a cone beam computed tomography (CBCT). Methods: A total of 20 skeletal class III patients, who had bimaxillary surgery with Le Fort 1 osteotomy and bilateral sagittal split ramus osteotomy, were included in this study. The surgical plan for maxilla was posterosuperior impaction with the anterior nasal spine, as the rotation center. Further, the surgical plan for mandible was also posterosuperior movement. The soft tissue changes between lateral cephalogram and CBCT were compared. And the correlations between independent variables and dependent variables were evaluated. Results: There were no significant differences of the soft tissues changes between lateral cephalogram and CBCT. Upper lip philtrum length (SnLs), nasolabial angle increased and upper lip vermilion length (LsStms), lower lip length (StmiB'), lower lip vermilion length (StmiLi), lower lip philtrum length (LiB') and soft tissue lower facial height (SnMe') decreased after surgery. Change of SnLs (${\Delta}$SnLs) was influenced by vertical change of menton (${\Delta}$MeV), and change of LsStms (${\Delta}$LsStms) was influenced by upper lip thickness (ULT). Change of StmiLi' (${\Delta}$StmiLi') were influenced by preoperative overjet. Change of StmiB' (${\Delta}$StmiB') were influenced by preoperative overjet, vertical change of lower incisor (${\Delta}$L1V) and horizontal change of posterior nasal spine (${\Delta}$PNSH). Change of LiB' (${\Delta}$LiB') was influenced by ${\Delta}$L1V and ${\Delta}$PNSH. Change of SnMe' (${\Delta}$SnMe') was influenced by ${\Delta}$MeV, horizontal change of upper incisor (${\Delta}$U1H) and horizontal change of lower incisor (${\Delta}$L1H). ${\Delta}$Nasolabial angle was influenced by change of ULT (${\Delta}$ULT). Conclusion: Both soft tissues and hard tissues can be evaluated by CBCT. Posterosuperior rotation of maxillomandibular complex resulted in increase of upper lip philtrum length and nasolabial angle, while the upper lip vermilion length, lower lip philtrum length, lower lip vermilion length, and soft tissue lower facial height showed a decrease.

      • KCI등재
      • 차세대 네트워크에서의 이동성 제공 방안 비교

        이종민,유명주,최성곤,Lee, Jong-Min,Yu, Myoung-Ju,Choi, Seong-Gon 대한전자공학회 2005 電子工學會論文誌-TC (Telecommunications) Vol.42 No.12

        현재 ITU-T, 3GPP, IETF 등에서 차세대 네트워크에 대한 연구가 활발히 진행되고 있다. 차세대 네트워크(NGN)에서 seamless service를 제공해주기 위해 mobility의 제공은 필수요소가 되었다. 이러한 mobility 기술로는 MIPv6, IP2, Q.MMF등이 있으나 아직 각 기술들이 갖는 이동성지원관련 성능을 분석하고 비교한 연구는 이루어지지 않고 있다. 따라서 각 성능 파라미터에 따른 제안된 방안들의 성능 비교가 요구된다. 이 논문은 MIPv6, IP2, Q.MMF의 mobility 과련 동작을 살펴보고, 각 메커니즘들의 위치등록 과정 동안 소요되는 시간과 비용을 조사하고 비교한다. 또한 NS-2를 이용한 시뮬레이션을 통해 각 프로토콜에서 핸드오버 시 발생하는 지연을 비교한다. 그 결과 위치등록 과정 동안 소요되는 시간과 비용 면에서 IP2가 다른 메커니즘들보다 좋은 성능을 보였다. 시뮬레이션을 통해 알아본 핸드오버 지연시간 면에서도 IP2가 가장 좋은 성능을 보였다. Various schemes for mobility are currently studied in ITU-T, 3GPP, IETF, and so on. Mobility support in NGN for seamless service is necessarily required. Currently proposed mechanisms are MIPv6, $IP^2$, and Q.MMF. However the performance comparison of all existing schemes is not examined as yet. That is, the existing methods need to be compared according to each performance parameter. So, in this paper, we investigate and compare the performances of MIPv6, $IP^2$, Q.MMF to location registration. In addition, this paper presents the performance comparison of handover latency times. For this, we use NS-2 simulator. As a result of analysis, $IP^2$ shown the best performance as it is measured the minimum time and cost. And it has low handover latency time in comparison with other mechanisms.

      • KCI등재

        원거리 화학영상탐지시스템의 시야각에 대한 연구

        이종민,강영일,김주현,Lee, Jong-Min,Kang, Young-Il,Kim, Ju-Hyun 한국군사과학기술학회 2014 한국군사과학기술학회지 Vol.17 No.1

        Remote fourier transform infrared(FTIR) chemical imaging detection system allows detection and identification of gases in the atmosphere from long distances. In this paper, the appropriate field of view(FOV) of the FTIR imaging system was examined and the main performance of the system for the interferometer was described. For the determination of the FOV, simulations of gas dispersion range were performed with the NBC reporting and modeling software(NBC-RAMS) developed by ADD. As a result, minimum 192 mrad of FOV was required for the remote FTIR imaging system to visualize chemical warfare agents dispersed in several hundred meters. At the same time, 0.75 mrad of instantaneous field of view(IFOV) for a linear interferometer proper to take a FOV for the chemical agent imaging.

      • KCI등재

        근접굴착 시 기존건물의 영향을 받는 터널의 거동

        이종민,Lee, Jong-Min 한국터널지하공간학회 2018 한국터널지하공간학회논문집 Vol.20 No.3

        건물하중의 영향을 받는 상태의 기존터널에 근접해서 터널보다 깊은 심도로 지반을 굴착하는 경우에 흙막이벽체의 거동이 기존터널의 존재로 인해 큰 영향을 받는 것으로 알려져 있다. 그런데 지상 구조물에 의해 받는 영향에 대한 연구 예가 많지 않다. 따라서 본 연구에서는 기존터널에 근접하여 지반을 굴착할 때 기존터널이 상부구조의 영향을 받는 상태에서 건물 위치에 따른 터널의 거동을 대형모형실험과 수치해석을 실시하여 측정하였다. 이를 위해 지표면에 건물하중이 없는 경우와 건물하중이 3가지 이격거리에 위치한 경우(0 m, 1D, 2D)에 대하여 각각 대형모형실험을 수행하였다. 본 논문에서는 흙막이벽체와 기존구조물의 영향을 받고 있는 터널의 거동에 대하여 연구하였다. 1 : 10의 축척으로 2.0 m (폭)${\times}$6 m (높이)${\times}$4.0 m (길이)의 크기를 가진 대형토조에서 실험을 수행하였다. 그 결과 흙막이벽체 배면에 있는 인접터널의 안정성은 근접굴착에 의해 뚜렷하게 영향을 받는 것으로 나타냈다. If the ground is excavated in a depth which is deeper than the adjacent existing tunnel, the behavior of the braced wall is known to be greatly affected by the presence of the tunnel. By the way it is expected to be also affected by the structure on the ground surface, There are not many examples of studies which are conducted on this subject. As a result, largel scale model tests and analysis were conducted, to measure the behavior of the tunnel under the building whose location on the ground surface was varied during the adjacent ground excavation. For this purpose, the location of a building load was varied in 0 m, 1D, 2D on ground surface. In this paper, the behaviors of braced wall and adjacent tunnel was studied. Model tests in 1 : 10 scale were performed in real construction sequences. The size of test pit was $2.0m(width){\times}6.0m(height){\times}4.0m(length)$ in dimension. As a result, it was found that the stability of the existing tunnel under the influence of the building load on the ground surface adjacent to the braced wall.

      • KCI등재

        근접굴착시 건물 하부 지반의 거동

        이종민,Lee, Jong-Min 한국지반공학회 2018 한국지반공학회논문집 Vol.34 No.4

        근접굴착 시 지반변위를 억제하여 기존건물의 안정성을 확보하기 위해 굴착공사 중 흙막이벽체의 버팀대에 선행하중을 가하고 그 효과를 확인하였다. 선행하중을 가한 경우와 가하지 않은 경우에 대해서도 대형모형실험을 하였다. 지표면에 건물하중이 없는 경우와 건물하중이 있는 경우 각각 0m, 1D, 2D 에 대해 대형모형실험을 실시하였다. 본 연구에서는 모형실험에는 12m 폭의 기존건물을 축척 1:10으로 사용하였고, 폭 2m, 높이 6m, 길이 4m를 가진 대형토조에서 흙막이벽체와 인접건물의 거동에 대하여 실험을 수행하였다. 그 결과, 흙막이벽체의 버팀대에 선행하중을 작용시켜 흙막이벽체의 수평변위를 억제시켰을때 벽체배면 가상주동활동영역 내에 있는 인접건물의 안정성이 크게 향상되는 것을 확인하였다. A pre-load of bracing was imposed to prevent the horizontal displacement on the strut of the braced wall adjacent to the building during the ground excavation. For this purpose, large scale model tests were conducted, without and with pre-load on braced wall. Adjacent building load was also imposed in different locations, that were 0 m, 1D, 2D on ground surface. In this study, model tests in 1:10 scale were performed in real construction sequences, and adjacent building was 12 m in width and the size of model test pit was 2 m in width, 6 m in height, and 4 m in length. As a result, it was found that the stability of the existing building adjacent to the braced wall within Rankine's active zone could be greatly enhanced when the horizontal displacement of the braced wall was reduced by applying a pre-load. which was larger than the designated axial force on the strut of the braced wall.

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