• 터널과지하공간
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• 제20권5호
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• pp.369-377
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• 2010

근접굴착 시 기존터널의 안정성을 확보하는 방안을 연구하였다. 흙막이벽체의 수평변위가 생기지 않도록 선행하중을 가하였다. 이를 위해 선행하중을 가하지 않은 경우와 선행하중을 가한 경우에 대해 실대형 시험을 실시하였다. 지표면에 건물하중이 없는 경우와 건물하중이 있는 경우(0 m, 1D, 2D)에 대하여 각각 실험을 실시하였다. 그 결과 선행하중을 적용시켜 흙막이벽체의 변위를 억제시켰을때 벽체배면에 있는 기존터널의 안정성이 크게 향상되는 것을 확인할 수 있었다. 본 논문에서는 흙막이벽체와 기존터널의 거동에 대하여 연구하였다. 기존터널은 지름 12 m를 사용하였으며 1:10의 축척으로 2.0 m(폭) ${\times}$ 6 m(높이) ${\times}$ 4.0 m(길이)의 크기를 가진 대형토조에서 실험을 수행하였다.

• Advances in nano research
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• 제7권6호
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• pp.405-417
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• 2019

This research is devoted to study post-buckling analysis of functionally graded carbon nanotubes reinforced composite (FG-CNTRC) micro plate with cut out subjected to magnetic field and resting on elastic medium. The basic formulation of plate is based on first order shear deformation theory (FSDT) and the material properties of FG-CNTRCs are presumed to be changed through the thickness direction, and are assumed based on rule of mixture; moreover, nonlocal Eringen's theory is applied to consider the size-dependent effect. It is considered that the system is embedded in elastic medium and subjected to longitudinal magnetic field. Energy approach, domain decomposition and Rayleigh-Ritz methods in conjunction with Newton-Raphson iterative technique are employed to trace the post-buckling paths of FG-CNTRC micro cut out plate. The influence of some important parameters such as small scale effect, cut out dimension, different types of FG distributions of CNTs, volume fraction of CNTs, aspect ratio of plate, magnitude of magnetic field, elastic medium and biaxial load on the post-buckling behavior of system are calculated. With respect to results, it is concluded that the aspect ratio and length of square cut out have negative effect on post-buckling response of micro composite plate. Furthermore, existence of CNTs in system causes improvement in the post-buckling behavior of plate and different distributions of CNTs in plate have diverse response. Meanwhile, nonlocal parameter and biaxial compression load on the plate has negative effect on post-buckling response. In addition, imposing magnetic field increases the post-buckling load of the microstructure.

• 한국정보통신학회논문지
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• 제11권4호
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• pp.760-765
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• 2007

본 연구에서는 나노구조 이중게이트 FinFET에 대하여 문턱전압이동 특성 및 드레인유기장벽저하(Drain Induced Barrier Lowering; DIBL)특성을 분석하였다. 분석을 위하여 분석학적 전류모델을 개발하였으며 열방사전류 및 터널링전류를 포함하였다. 열방사전류는 포아슨방정식에 의하여 구한 포텐셜분포 및 맥스월-볼쯔만통계를 이용한 캐리어분포를 이용하여 구하였으며 터널링 전류는 WKB(Wentzel-Kramers-Brillouin)근사를 이용하였다. 이 두 모델은 상호 독립적이므로 각각 전류를 구해 더함으로써 문턱 전압을 구하였다. 본 연구에서 제시한 모델을 이용하여 구한 문턱 전압 이동값이 이차원 시뮬레이션값과 비교되었으며 잘 일치함을 알 수 있었다. 분석 결과 10nm 이하에서 특히 터널링의 영향이 증가하여 문턱전압이동 및 DIBL이 매우 현저하게 나타남을 알 수 있었다. 이러한 단채널현상을 감소시키기 위하여 채널두께 및 게이트산화막의 두께를 가능한한 얇게 제작하여야함을 알았으며 이를 위한 산화공정개발이 중요하다고 사료된다.

• 한국정보통신학회:학술대회논문집
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• 한국해양정보통신학회 2009년도 추계학술대회
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• pp.928-930
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• 2009

본 연구에서는 3차원 포아송방정식을 이용하여 FinFET의 문턱전압특성을 분석하였다. FinFET는 차세대 나노소자로서 단채널효과를 감소시킬 수 있다는 장점 때문에 많은 연구가 진행중에 있다. 이에 FinFET에서 단채널효과로서 잘 알여진 문턱전압이하 스윙 및 문턱전압 등을 3차원 포아송방정식의 분석학적 모델로 분석하고자 한다. 나노소자인 FinFET의 구조적 특성을 고찰하기 위하여 채널의 두께, 길이, 폭 등의 크기요소에 따라 분석하였다. 본 논문에서 사용한 분석학적 3차원 포아송방정식의 포텐셜모델 및 전송모델은 여러 논문에서 3차원 수치해석학적 값과 비교하여 그 타당성이 입증되었으므로 이 모델을 이용하여 FinFET의 문턱전압 특성 및 문턱전압이하 특성을 분석하였다.

• 한국의류산업학회지
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• 제20권6호
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• pp.690-703
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• 2018

The purpose of this study is to help user understand the basic principles and interfaces of each program, and to provide a base material for the development of more efficient apparel CAD systems to compensate for each program's shortcomings by comparing the function of three apparel CAD systems: Yuka CAD, Opti-tex, and Style CAD. For this purpose, the skirt waistband and sleeve armhole line creation process were selected based on these two criteria. 1) There is a big difference between principle and method between CAD systems. 2) When CAD system is used rather than paper drawing process, the process is shortened and convenience is high. In this study, pros and cons and supplement point of each CAD system are suggested by comparing the functions of the CAD system performing the selected drafting process by four criteria: icon, key, method, and characteristic point. As a result of the study, it was confirmed that the three CAD systems differ in the basic principle and interface environment. As a result of analyzing the skirt waistband method function, it was confirmed that the band line is formed directly on the outline of the skirt and the band dart recognition function is the most efficient function and as a result of the analyzing the sleeve armhole line method function, it was confirmed that the curve generation function using the shape of the actual curve measure and the length adjustment function through the automation of the dimension calculation is the most efficient function.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2014년도 추계학술대회
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• pp.157-158
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• 2014

본 논문에서는 분할 링 공진기(SRR; split-ring resonator)를 이용한 소형 코플래너 도파관(CPW; coplanar waveguide)급전 슬롯 안테나에 대한 설계 방법을 연구하였다. 제안된 슬롯 안테나는 슬롯의 길이를 줄이기 위해 사각형 모양의 SRR 도체가 슬롯 내에 장하되었다. SRR 도체와 슬롯 사이의 간격, SRR 도체의 폭의 변화에 따른 입력 반사계수 특성을 분석하여 최적의 설계 변수를 도출하였다. 2.45 GHz 대역에서 최적화된 소형 슬롯 안테나를 FR4 기판 상에 $36mm{\times}30mm$ 크기로 제작하였다. 제안된 소형 안테나는 기존의 사각형 슬롯 안테나에 비해 안테나의 길이를 14.3%로 줄여 소형화하였다. 실험 결과, 전압 정재파비(VSWR; voltage standing wave) < 2인 대역이 2.4-2.49 GHz으로 2.45 GHz 대역에서 동작하는 것을 확인하였다.

• Structural Engineering and Mechanics
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• 제78권5호
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• pp.599-610
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• 2021

Early detection of small concrete crack or reinforcement corrosion is necessary for Structural Health Monitoring (SHM). Global vibration based methods are advantageous over local methods because of simple equipment installation and cost efficiency. Among vibration based techniques, FRF based methods are preferred over modal based methods. In this study, a new coupled method using frequency response function (FRF) and proper orthogonal modes (POM) is proposed by using the dynamic characteristic of a damaged beam. For the numerical simulation, wave finite element (WFE), coupled with traditional finite element (FE) method is used for effectively incorporating the damage related information and faster computation. As reported in literature, hybrid combination of wave function based wave finite element method and shape function based finite element method can addresses the mid frequency modelling difficulty as it utilises the advantages of both the methods. It also reduces the dynamic matrix dimension. The algorithms are implemented on a three-dimensional reinforced concrete beam. Damage is modelled and studied for two scenarios, i.e., crack in concrete and rebar corrosion. Single and multiple damage locations with different damage length are also considered. The proposed methodology is found to be very sensitive to both single- and multiple- damage while being computationally efficient at the same time. It is observed that the detection of damage due to corrosion is more challenging than that of concrete crack. The similarity index obtained from the damage parameters shows that it can be a very effective indicator for appropriately indicating initiation of damage in concrete structure in the form of spread corrosion or invisible crack.

• International Journal of Naval Architecture and Ocean Engineering
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• 제12권1호
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• pp.399-413
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• 2020

The numerical simulation of liquid sloshing in the three-dimensional tanks under horizontal excitation and roll excitation was carried out, and the inhibition effect of different baffles on the sloshing phenomenon was investigated. The numerical calculations were carried out by the nonlinear Boundary Element Method (BEM) with Green's theorem based on the potential flow, which was conducted with the governing equation corresponding to the boundaries of each region. The validity of the method was verified by comparing with experimental values and published literatures. The horizontal baffle, the vertical baffle and the T-shaped baffle in the sloshing tanks were investigated respectively, and the baffles' position, dimension and the liquid depth were provided and discussed in detail. It is drawn that the baffle shape plays a non-negligible role in the tank sloshing. The vertical baffle is a more effective way to reduce the sloshing amplitude when the tank is under a horizontal harmonic excitation while the horizontal baffle is a more effective way when the tank is under a roll excitation. The amplitude of free surface elevation at right tank wall decreases with the increasing of the horizontal baffle length and the vertical baffle height. Although the T-shaped baffle has the best suppression effect on tank sloshing under horizontal excitation, it has limited suppression effect under roll excitation and will complicate the sloshing phenomenon when changing baffle height.

• Computers and Concrete
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• 제27권2호
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• pp.99-109
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• 2021

Experimental and discrete element methods were used to investigate the effects of echelon non-persistent joint on the failure behaviour of joint's bridge area under uniaxial compressive test. Concrete samples with dimension of 150 mm×100 mm×50 mm were prepared. Uniaxial compressive strength and tensile strength of concrete were 14 MPa and 1MPa, respectivly. Within the specimen, three echelon non-persistent notches were provided. These joints were distributed on the three diagonal plane. the angle of diagonal plane related to horizontal axis were 15°, 30° and 45°. The angle of joints related to diagonal plane were 30°, 45°, 60°. Totally, 9 different configuration systems were prepared for non-persistent joint. In these configurations, the length of joints were taken as 2 cm. Similar to those for joints configuration systems in the experimental tests, 9 models with different echelon non-persistent joint were prepared in numerical model. The axial load was applied to the model by rate of 0.05 mm/min. the results show that the failure process was mostly governed by both of the non-persistent joint angle and diagonal plane angle. The compressive strengths of the specimens were related to the fracture pattern and failure mechanism of the discontinuities. It was shown that the shear behaviour of discontinuities is related to the number of the induced tensile cracks which are increased by increasing the joint angle. The strength of samples increase by increasing both of the joint angle and diagonal plane angle. The failure pattern and failure strength are similar in both methods i.e. the experimental testing and the numerical simulation methods.

• Imaging Science in Dentistry
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• 제51권4호
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• pp.439-446
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• 2021

Purpose: The aim of this study was to identify correlations between the STOP-Bang score and upper airway dimensions using cone-beam computed tomography (CBCT) scans. Materials and Methods: This study included 101 subjects (46 men, 55 women) from dental patients who received CBCT scans from 2014 to 2020. The patients were divided into those with a low obstructive sleep apnoea (OSA) risk (STOP-Bang score<3) and those with an intermediate to high OSA risk (STOP-Bang score≥3), and their upper airway dimensions were then analysed on CBCT scans. Comparisons between the low-risk and intermediate/high-risk groups were conducted using the t-test and the Mann-Whitney test. Correlations between the total STOP-Bang score and upper airway dimension parameters were established using Spearman correlation coefficients. P values≤0.05 were considered to indicate statistical significance. Results: Intermediate/high-risk subjects were predominantly male and over 50 years of age, with a higher body mass index. They had significantly longer upper airways, smaller average airway volumes, and smaller widths and antero-posterior dimensions of the narrowest upper airway segment. The total upper airway length was positively correlated with the STOP-Bang score (r_s=0.278). The average volume (r_s= -0.203) and width of the narrowest upper airway segment(r_s= -0.305) were both negatively correlated with STOP-Bang scores. Conclusion: Subjects with higher STOP-Bang scores had upper airways that were longer, narrower, and smaller in terms of average volume. CBCT scans taken for dental patients as part of investigative procedures could be correlated with STOP-Bang scores to screen for patients at risk of OSA.