• 터널과지하공간
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• 제2권2호
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• pp.212-223
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• 1992

The distinct element method(DEM) si well suited to the kinematic analysis of blocky rock masses. Two distinctive problems, a rock avalache and tunnel in jointed rock masses, are chosen to apply the DEM which is based on perfectly rigid behaviour of blocks. Investigated for both problems are the effects of the input parameters such as contact stiffnesses, friction coefficient and damping property. Using various types of models of the avalanche and tunne, an extensive parametric study is done to gain experiences in the method, and then to alleviate difficulties in determining parameter values suitable for a given problem. The coefficient of frictio has significant effects on all aspects of avalanche motion(travel distance, velocity and travel time), while the stiffnesses affect the rebounding and jumping motions after collision. The motion predicted by the models having single and mutiple blocks agrees well to the observations reported on the actual avalache. For the tunnel problem, the behaviour of the key block in an example tunnel is compared by testing values of the input parameters. The stability of the tunnel is dependent primarily on the friction coefficient, while the stiffness and damping properties influence the block velocity. The kinematic stability of a tunnel for underground unclear waste repository is analyzed using the joint geometry data(orientation, spacing and persistence) occurred in a tailrace tunnel. Allowing a small deviation to the mean orientation results in different modes of failure of the rock blocks around the tunnel. Of all parameters tested, the most important to the stability of the tunnel in blocky rock masses are the geometry of the blocks generated by mapping the joint and tunnel surfaces in 3-dimensions and also the friction coefficient of the joints particularly for the stability of the side walls.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.41-44
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• 2008

PCT는 장경간 가시설 벽체를 지지하는 써포트 구조물을 프리캐스트 방식으로 공장에서 미리 제작하고, 콘크리트 소재로 구성하여 강성을 만족시킬 수 있도록 그 구조가 개선된 프리캐스트 가시설 구조체이다. 그것의 부재들은 공장에서 미리 정형화된 형태로 제작되고 가시설 벽체의 내측면에 고정수단을 매개로 근접되게 배치된다. PCT system은 내부에 콘크리트가 충진되는 세그먼트 부재들의 단부와 접촉되어 결합수단을 매개로 일체화되어 또한 다른 세그먼트 부재를 연결시키는 연결구로 이루어진 써포트 구조물로 구성된 것이다. 본 연구는 전체적인 길이가 긴 장경간 가시설 벽체에 대한 충분한 지지력을 얻을 수 있을 뿐만 아니라, 프리캐스트 방식으로 제작되어 콘크리트 양생에 소요되는 시간을 단축시킬 수 있으므로 시공기간이 단축되는 등의 유용한 효과를 갖는다.

• 유체기계공업학회:학술대회논문집
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• 유체기계공업학회 2006년 제4회 한국유체공학학술대회 논문집
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• pp.327-330
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• 2006

This paper represents the numerical analysis on effects of radius ratio in a concentric annulus with a rotating inner cylinder. The numerical model consisted of two cylinder which inner cylinder is rotating and outer cylinder is fix, and the axial direction is used the cyclic condition because of the length for axial direction is assumed infinite. The diameter of inner cylinder is assumed 86.8mm, the numerical parameters are angular velocity and radius ratio. Also, the whole walls of numerical model have no-slip and the working fluid is used water at $20^{\circ}C$. The numerical analysis is assumed the transient state to observe the flow variations by time and the 3-D cylindrical coordinate system. The calculation grid adopted a non-constant grid for dense arrangement near the wall side of cylinder, the standard $k-{\omega}$ high Reynolds number model to consider the effect of turbulence flow and wall, the fully implicit method for time term and the quick scheme for momentum equation. The numerical method is compared with the experimental results by Wereley and Lueptow, and the results are very good agreement. As the results, TVF isn't appeared when Re is small because of the initial flow instability is disappear by effect of the centrifugal force and viscosity. The vortex size is from 0.8 to 1.1 for TVF at various $\eta$, and the traveling distance for wavy vortex have the critical traveling distance for each case.

• 한국산업정보학회논문지
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• 제17권2호
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• pp.19-27
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• 2012

In railway tunnel environment, the reliability of a high-data-rate and real-time train-to-wayside communication should be maintained especially when high-speed train moves along the track. In China and Europe, the communication frequency around 900 MHz is widely used for railway applications. At this carrier frequency band, both of the solutions based on continuously laid leaky coaxial cable (LCX) and discretely installed base-station antennas (BSAs), are applied in tunnel radio coverage. Many available works have concentrated on the radio-wave propagation in tunnels by different kinds of prediction models. Most of them solve this problem as natural propagation in a relatively large hollow waveguide, by neglecting the transmitting/receiving (Tx/Rx) components. However, within such confined areas like railway tunnels especially loaded with train, the complex communication environment becomes an important factor that would affect the quality of the signal transmission. This paper will apply a full-wave numerical method to this case, for considering the BSA or LCX, train antennas and their interacted environments, such as the locomotive body, overhead line for power supply, locomotive pantograph, steel rails, ballastless track, tunnel walls, etc.. Involving finite-difference time-domain (FDTD) method and uni-axial anisotropic perfectly matched layer (UPML) technique, the entire wireless RF downlinks of BSA and LCX to tunnel space to train antenna are precisely modeled (so-called integrative modeling technique, IMT). When exciting the BSA and LCX separately, the field distributions of some cross-sections in a rectangular tunnel are presented. It can be found that the influence of the locomotive body and other tunnel environments is very significant. The field coverage on the locomotive roof plane where the train antennas mounted, seems more homogenous when the side-laying position of the BSA or LCX is much higher. Also, much smoother field coverage solution is achieved by choosing LCX for its characteristic of more homogenous electromagnetic wave radiation.

• 전자공학회논문지
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• 제54권3호
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• pp.10-14
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• 2017

빠른 측정시간과 간단한 조작 기능의 장점 때문에 전자파 잔향실이 무선기기 성능 측정에 널리 쓰이고 있다. 본 논문에서는 전자파 잔향실 송수신용 및 보정용으로 쓰일 수 있는 10:1 광대역 역원뿔형(inverse conical) 안테나를 제안한다. 기존 전자파 잔향실에서 주로 사용하는 디스콘 안테나는 대역폭 제한으로 인해 복수의 디스콘 안테나를 대역 별로 교체해 가며 측정해야 하는 번거로움이 있다. 제안된 안테나는 빗변에 따라 임피던스가 선형적으로 변하는 역원뿔 구조를 방사체로, 전자파 잔향실의 금속 벽면 구조를 접지면으로 활용해 광대역 임피던스 매칭 및 전방향성 방사 특성을 갖는다. 3차원 전파 시뮬레이션 소프트웨어로 최적화된 안테나 모델을 3차원 프린터를 이용해 제작하여 측정한 결과, 목표 동작주파수 대역인 0.65~7 GHz에서 반사계수가 -10dB 이하, 방사효율이 70% 이상임을 확인할 수 있었다.

• 한국인터넷방송통신학회논문지
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• 제12권6호
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• pp.199-206
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• 2012

본 논문에서는 스마트폰의 자이로센서를 이용하여 다양한 각도에서 촬영한 현실세계의 객체를 증강현실을 위한 자연 마커로 사용할 수 있도록 가상의 Frontal-View로 변환할 수 있는 알고리즘을 설계하고 구현하였다. 제안한 알고리즘은 pitch, roll, yaw 3축에 대한 회전행렬을 획득하여 대상 이미지에 대한 yaw의 기준점을 설정하였다. 그 후 대상 이미지가 바닥, 벽면, 천장 중 어느 면인지 판단하여 그에 대한 회전 행렬을 보정하였다. 마지막으로 자이로 센서 좌표계와 영상 좌표계 사이의 차이를 고려해 Frontal-View를 얻기 위한 호모그래피 행렬을 획득하여 투영변환을 통해 촬영 영상으로부터 Frontal-View를 획득할 수 있도록 설계하였다. 구현된 Frontal-View 변환 프로그램을 평가하기 위해 바닥, 벽면, 천장에 대해 주변 환경을 스마트폰 환경에서 촬영한 영상을 Frontal-View로 변환하도록 테스트를 한 결과 본 논문에서 설계 및 구현한 변환 알고리즘이 여러 각도에서 촬영한 영상을 정상적으로 Frontal-View로 변환하는 것을 확인하였다.

• 한국지반공학회논문집
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• 제20권8호
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• pp.135-145
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• 2004

본 연구에서는 화강풍화토 지반상 unpropped diaphragm wall의 거동을 연구하기 위하여 과재하중의 이격거리를 변화시키면서 원심모형실험을 수행하였다. 원심모형실험시 지반굴착은 흙과 동일한 밀도로 혼합된 zinc chloride 용액이 배수되도록 밸브를 조작하여 실시하였으며, 굴착에 따라 발생하는 지반의 변형과 벽체의 변위 및 휨모멘트를 측정하였다. 수치해석은 대부분의 지반공학 문제에 적용할 수 있는 FLAC 프로그램을 이용하였다. 수치해석에서 모형지반은 Mohr-Coulomb 모델, diaphragm wall은 탄성모델을 사용하여 2차원 평면변형률 조건으로 해석을 수행하였다. 모형실험 결과 파괴면의 직선적인 형태로 파괴면내의 배면측 지반은 벽체를 향하여 하향의 변위를 일으키면서 벽체의 회전에 의해 파괴되었으며, 파괴면의 각도는 67∼74$^{\circ}$정도로 이론적인 파괴면의 각도보다 크게 평가되었다. 실험 및 해석 결과 지반의 최대침하량이 발생하는 위치는 잘 일치하였으며, 깊이에 따른 벽체변위는 선형적인 관계를 나타내었다.

• Ocean Systems Engineering
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• 제3권1호
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• pp.35-53
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• 2013

In this study, a hybrid floating structure with cylinder was introduced to reduce the hydrodynamic motions of the pontoon type. The hybrid floating structure is composed of cylinders and semi-opened side sections to penetrate the wave impact energy. In order to exactly investigate the hydrodynamic motions and structural behavior of the hybrid floating structure under the wave loadings, integrated analysis of hydrodynamic and structural behavior were carried out on the hybrid floating structure. Firstly, the hydrodynamic analyses were performed on the hybrid and pontoon models. Then, the wave-induced hydrodynamic pressures resulting from hydrodynamic analysis were directly mapped to the structural analysis model. And, finally, the structural analyses were carried out on the hybrid and pontoon models. As a result of this study, it was learned that the hybrid model of this study was showed to have more favorable hydrodynamic motions than the pontoon model. The surge motion was indicated even smaller motion at all over wave periods from 4.0 to 10.0 sec, and the heave and pitch motions indicated smaller motions beyond its wave period of 6.5 sec. However, the hybrid model was shown more unfavorable structural behavior than the pontoon model. High concentrated stress occurred at the bottom slab of the bow and stern part where the cylinder wall was connected to the bottom slab. Also, the hybrid model behaved with the elastic body motion due to weak stiffness of floating body and caused a large stress variation at the pure slab section between the cylinder walls. Hence, in order to overcome these problems, some alternatives which could be easily obtained from the simple modification of structural details were proposed.

• 대한기계학회논문집B
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• 제37권11호
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• pp.991-998
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• 2013

본 연구에서는 $6Ra=10^6$ 일 때, 사각 밀폐계 내부에 고온의 원형 실린더가 존재하는 자연대류에 대한 수치해석을 수행하였다. 밀폐계는 상부 벽면을 통해 냉각되고 양측 벽면과 고온의 국소 영역을 제외한 하부 벽면은 단열 조건이다. 하부 벽면에서 고온 영역이 차지하는 비를 w 로 정의 하였다. 반경이 밀폐계 한 변의 길이의 0.2 배인 원형 실린더를 구현하기 위해 유한체적법(FVM)에 기초한 가상 경계법(IBM)을 사용하였다. 본 연구에서는 w 가 고온의 원형 실린더를 갖는 밀폐계 내부의 자연대류에 미치는 영향을 $10^6$의 Rayleigh 수에 대해 2 차원 해를 구하였다. $10^6$의 Rayleigh 수에서는 유동장과 온도장은 시간에 따라 변하는 특성을 보였다.

• 자원환경지질
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• 제29권3호
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• pp.369-380
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• 1996

In order to determine the emplacement time and stratigraphic position of basaltic rocks in the central part of Pohang basin, palaeomagnetic investigations were conducted on 111 samples collected from 6 sites. Formation mean built from site-mean ChRM directions is $d=340.7^{\circ}$, $i=52.2^{\circ}$ (${\alpha}_{95}=6.0^{\circ}$, k=91) in the geographic coordinates. If "tilt" correction is applied regarding the plane perpendicular to the side walls of columnar joint as palaeohorizon, the formation mean becomes $d=328.7^{\circ}$, $i=43.8^{\circ}$ (${\alpha}_{95}=17.1^{\circ}$, k=13). It is to be noticed that the formation mean is deflected significantly (about $20{\sim}30^{\circ}$) counterclockwise from the Tertiary reference geomagnetic field of Eurasia, independent of "tilt" correction. This situation is very different from that of clockwise rotation of ChRM directions which has been ubiquitously observed in other Tertiary basins of south Korea, and indicates sinistral regional simple-shearing during the emplacement times of the basaltic rocks. Considering previous palaeomagnetic and AMS (anisotropy of magnetic susceptibility) data from other Tertiary regions of south Korea, the time of this sinistral shearing should be 15 Ma or directly thereafter, and this time point represents inversion from extensional to compressional tectonic regime. Magnetic foliation data obtained in this study indicate WNW-ESN compression during or directly after emplacement of the basaltic rocks, while it has known from regional tectonic study that the time of the WNW-ESN compression is about 15 Ma, when SW Honshu was rotated and the Korean strait was narrowed.