• Title/Summary/Keyword: 수평면

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Cephalometric study of the effect of cervical pull headgear based on facial growth patterns (안모의 성장유형에 따른 경부견인 헤드기어의 효과에 대한 두부방사선계측학적 연구)

  • Kang, Eun-Ha;Chang, Chongon
    • The korean journal of orthodontics
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    • v.29 no.4 s.75
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    • pp.503-510
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    • 1999
  • The purpose of this study is to investigate the negative effects of cervical pull headgear and to compare the differences between the two groups of growers-vertical grower and horizontal grower group-which are classified by the posterior-anterior facial height ratio. Initial and final lateral cephalograms were taken for 26 patients including 15 vertical growers and 11 horizontal growers ; also, 3 angular measurements and 4 linear measurements were evaluated. The following results were found. 1. The palatal plane was tipped anteroinferiorly in the vertical grower group. 2. The posterior facial height/anterior facial height ratio was increased in the horizontal grower group. 3. The Mandibular plane angle remained stable on both groups. 4. There was no significant difference between the two groups in the amount of maxillary molar extrusion.

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Effectiveness of the Electrode Arrays for Delineating 2-D Subsurface Structure (2차원 지하구조 규명을 위한 전극배열의 효율성)

  • Yoon, Jong-Ryeol;Lee, Kiehwa
    • Economic and Environmental Geology
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    • v.29 no.3
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    • pp.345-355
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    • 1996
  • The effectiveness of various electrode configurations in horizontal mappings and 1-D inversions of vertical sounding data for delineating 2-D structures was studied. Apparent resistivity values of three point, dipole-dipole, Wenner, and Schlumberger mappings were simulated for such structures as vertical dyke, tabular prism, buried vertical fault, ramp and complex structure by finite difference method (FDM) and they were compared with each other. Also 2-D cross sections for three structures obtained by interpolation of 1-D inverted sounding data in terms of three layers were compared for Schlumberger and Wenner arrays. On these cross sections, horizontal and vertical resistivity interfaces of the 2-D structures are revealed relatively clearly. Apparent resistivity curves of Schlumberger mapping show vertical resistivity discontinuities very well. On the whole, Schlumberger array is superior to the other arrays in electric sounding as well as mapping. This study clearly indicates that interpretations of 2-D structures based on 1-D inversion are possible.

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고분해능 XRD를 이용한 150 mm 사파이어 웨이퍼의 정밀한 면방위 측정

  • Bin, Seok-Min;Yu, Byeong-Yun;Jeon, Hyeon-Gu;Kim, Chang-Su;O, Byeong-Seong
    • Proceedings of the Korean Vacuum Society Conference
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    • 2012.08a
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    • pp.306-306
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    • 2012
  • 사파이어 단결정은 LED 소자의 기판으로 널리 사용되고 있으며 현재 소재 수율을 향상시키기 위하여 6인치 이상의 대구경 웨이퍼를 만들기 위하여 많은 노력을 경주하고 있다. 단결정, 특히 반도체 단결정 웨이퍼에서($00{\cdot}1$), ($11{\cdot}0$) 등의 어떠한 결정학적인 방위(crystallographic orientation)가 표면과 이루는 각도, 즉 표면방위각(off-cut 또는 misorientation angle)의 크기와 방향은 제조된 LED 소자의 물성에 영향을 끼치므로 웨이퍼를 가공할 때 정확하게 컨트롤해야한다. 본 연구에서는 고분해능 X-선을 이용하여 표면이 결정학적 방향과 이루는 면방위각을 정밀하게 결정하는 측정법을 연구하였다. 본 연구에서는 기존의 ASTM 의 측정법과는 다른 원리를 이용하고 웨이퍼의 휨(bending)이나 측정고니오 회전축의 편심과 무관하게 표면방위각을 결정하는 새로운 이론적 모델을 제시하고 그 모델을 적용하여 표면의 수직축이 대구경 사파이어($00{\cdot}1$) 축과 이루는 표면방위각을 정확하게 측정 분석하였다. 그리고 이러한 측정방법의 장점을 이용하여 ASTM의 측정법과 면방위 측정 결과를 비교 분석 하였다. 150 mm 사파이어 웨이퍼를 ASTM의 방법으로 면방위를 측정하였을 때 고분해능 장비에서 회전축 ${\Phi}$의 기준을 다르게 설정함에 따라서 수직/수평 면방위 측정결과가 많은 차이를 보였다. 그러나 본 연구에서 사용한 측정법에서는 이러한 수직/수평 면방위의 값들이 거의 변화하지 않고 일정하게 나타나는 것을 확인 하였으며, 측정한150 mm 사파이어 웨이퍼의 표면방위각은 $0.21^{\circ}$이고 표면각이 나타나는 방향은 웨이퍼의 primary edge 방향으로부터 $1.2^{\circ}$벗어나 있는 방향이었다.

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A Two Mobilized-Plane Model for Soil Liquefaction Analysis (액상화해석을 위한 두 개의 활성면을 가진 구성모델)

  • Park, Sung-Sik
    • Journal of the Korean Geotechnical Society
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    • v.22 no.10
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    • pp.173-181
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    • 2006
  • A Two Mobilized-Plane Model is proposed for monotonic and cyclic soil response including liquefaction. This model is based on two mobilized planes: a plane of maximum shear stress, which rotates, and a horizontal plane which is spatially fixed. By controlling two mobilized planes, the model can simulate the principal stress rotation effect associated with simple shear from different $K_0$ states. The proposed model gives a similar skeleton behaviour for soils having the same mean stress, regardless of $K_0$ conditions as observed in laboratory tests. The soil skeleton behaviour observed in cyclic drained simple shear tests, including compaction during unloading and dilation at large strain is captured in the model. Undrained monotonic and cyclic response is predicted by imposing the volumetric constraint of the water on the drained or skeleton behaviour. This constitutive model is incorporated into the dynamic coupled stress-flow finite difference program of FLAC (Fast Lagrangian Analysis of Continua). The model was first calibrated with drained simple shear tests on Fraser River sand, and verified by comparing predicted and measured undrained behaviour of Fraser River sand using the same input parameters.

Characteristics of Microcrack Orientations in Mesozoic Granites and Granitic Dyke Rocks from Seokmo-do, Ganghwa-gun (강화군 석모도 일대의 중생대 화강암류 및 화강암질 암맥류에서 발달하는 미세균열의 분포특성)

  • Park, Deok-Won;Lee, Chang-Bum
    • The Journal of the Petrological Society of Korea
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    • v.16 no.3
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    • pp.129-143
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    • 2007
  • We have studied orientational characteristics of microcracks in Mesozoic granites and granitic dyke rocks from Seokmo-do, Ganghwa-gun. Microcracks on horizontal surfaces of rock samples from 14 sites were investigated by image processing. Orientations of these microcracks compared with those of 18 sets of joints in Mesozoic granites from Seokmo-do. From the related chart, microcrack sets show strong preferred orientations which obviously are coincident with the direction of vertical common joints. It follows that the formation of macroscopic joints may be the results of further growth and step-wise jointing of pre-existing microcracks. Orientations of microcracks from this result also compared with those of vertical rift and grain planes for Jurassic and Cretaceous granite quarries in Korea. As shown in the distribution chart, the congruence of distribution pattern among microcracks and rift and grain planes suggests that similar microcrack systems probably occur regionally in Jurassic and Cretaceous granites from Korea. In particular, whole domain of the distribution chart was divided into 16 groups in terms of the phases of distribution of microcracks and planes. These microcrack sets in each domains construct complex composite microcrack systems which have formed progressively by different geologic processes and under varying conditions.

Effect of Support Surface and Visual Condition on Static Balance (안정 및 불안정 지지면에서 시각 조건이 정적 균형에 미치는 영향)

  • Noh, Su-Hyun;park, Eun-Jung;Hong, Ji-Heon;Yu, Jae-Ho;Kim, Jin-Seop;Lee, Dong-Yeop
    • Journal of the Korea Convergence Society
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    • v.10 no.7
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    • pp.47-54
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    • 2019
  • The purpose of this study was to investigate the effect of visual conditions on the static balance of stable and unstable surfaces. Thirty healthy adults participated in this study (13 men, 17 women). Visual conditions were set as vertical, horizontal, and diagonal. It was performed on the pad to measure the balance on the unstable support surface. Using the balance measuring instrument, the General Stability Index, Weight Distribution Index, and Weight Distribution was measured. Paired t-tests were used for ground-based comparisons and one-way ANOVAs were used for comparisons within the same ground. The general stability index showed a significant difference according to the horizontal and vertical line directions on the stable support surface(p<.05). According to the comparison between the grounds, the weight distribution index on the unstable support surface showed a significant difference(p<.05). Weight distribution showed significant differences between the left and right eyes on the support surface with the stable and the unstable horizontal visual condition(p<.05). In static balance training, vertical and diagonal visual direction conditions are predicted to be helpful for training.

Estimation of Global Horizontal Insolation over the Korean Peninsula Based on COMS MI Satellite Images (천리안 기상영상기 영상을 이용한 한반도 지역의 수평면 전일사량 추정)

  • Lee, Jeongho;Choi, Wonseok;Kim, Yongil;Yun, Changyeol;Jo, Dokki;Kang, Yongheack
    • Korean Journal of Remote Sensing
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    • v.29 no.1
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    • pp.151-160
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    • 2013
  • Recently, although many efforts have been made to estimate insolation over Korean Peninsula based on satellite imagery, most of them have utilized overseas satellite imagery. This paper aims to estimate insolation over the Korean Peninsula based on the Korean stationary orbit satellite imagery. It utilizes level 1 data and level 2 cloud image of COMS MI, the first meteorological satellite of Korea, and OMI image of NASA as input data. And Kawamura physical model which has been known to be suitable for East Asian area is applied. Daily global horizontal insolation was estimated by using satellite images of every fifteen minutes for the period from May 2011 to April 2012, and the estimates were compared to the ground based measurements. The estimated and observed daily insolations are highly correlated as the $R^2$ value is 0.86. The error rates of monthly average insolation was under ${\pm}15%$ in most stations, and the annual average error rate of horizontal global insolation ranged from -5% to 5% except for Seoul. The experimental results show that the COMS MI based approach has good potential for estimating insolation over the Korean Peninsula.

Deformation Behavior and Slope Stability Effect of Anchored Retention Walls Installed in Cut Slope (절개사면에 설치된 앵커지지 합벽의 변형거동 및 사면안정효과)

  • Hong Won-Pyo;Han Jung-Geun
    • Journal of the Korean Geotechnical Society
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    • v.20 no.9
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    • pp.57-64
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    • 2004
  • In order to establish the design method of anchored retention walls in cut slope, the behavior of anchored retention walls and backside ground needs to be investigated and checked in detail. In this study, the behavior of anchored retention walls was investigated by instrumentation installed in cut slope for an apartment construction site stabilized by a row of piles and anchored retention walls. When the anchor was installed at each excavating stages, the horizontal deflection of retention wall decreased, while the horizontal deformation of backside ground increased. The deflection of anchored retention wall decreased as the anchor was prestressed. The prestressed anchor farce has a great effect on the deflection of retention walls, while it has little effect on the deformation of its backside ground. The maximum horizontal deflection of anchored retention walls was developed between $1\%\;and\;4\%$ of excavation depth, which are $2\~8$ times larger than max. horizontal deflection of anchored retention walls including rock layers with backside horizontal ground. Meanwhile, SLOPILE (ver. 3.0) program analyzes the slope stability effects for anchored retention walls. As a result of analysis on slope stability analysis, the lateral earth pressure applied at anchored retention piles could be used as the mean values of empirical lateral pressures using anchored retention wall with horizontal ground at its backside.

Bending-Torsional Vibration Characteristics of Large Structures Influenced by Coupling Effects (연성효과에 의한 대형 구조물의 굽힘-비틀림 진동특성)

  • 송창용;손충열;송재영
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 1995.10a
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    • pp.208-216
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    • 1995
  • 대형선박, 항공기, 초고층 건축물 등은 얇은 박판 형태의 보로 이상화하여 구조 및 진동해석을 수행할 수 있다. 이러한 형태로 이상화한 구조물은 비틀림 강도면에서 매우 취약함을 보이고, 굽힘-비틀림 진동은 단면형상에 따라 연성도가 심화된다. 상하 굽힘 진동은 탄성거동 영역에서 도심과 전단중심이 일치하는 대칭 진동(Symmetric vibration) 현상을 보인다. 그러나, 수평 굽힘 진동은 도심과 전단중심의 차이가 커질수록 즉, 연성도가 높아질수록 비틀림 진동과 복합되어 복잡한 비대칭 진동(Antisymmetric vibration) 현상을 나타낸다. 본 논문에서는 연성효과에 의한 수평 굽힘 진동과 비틀림 진동 현상에 대한 연구를 수행하였고, 진동계산을 위해서 전달행렬법(Transfer Matrix Method)을 사용하였다. 수치계산은 첫번째로, 도심과 전단중심의 차이가 매우 작아 연성도를 무시할 수 있을 정도의 구조물에 대해서 일반적인 수평 굽힘 진동 현상과 비틀림 진동 현상을 연구하였다. 두번째로, 연성도가 매우 심할 경우에 굽힘-비틀림 연성 진동 현상을 Timoshenko 보의 이론과 Vlasov 보의이로네 따라 각각 계산을 수행하였다. 마지막으로, 첫번째와 두번째 구조를 결합한 경우에 대해서 굽힘-비틀림 연성 진동 현상을 연구하였다. 이 경우에 두 구조물의 결합부에서 비틀림 강성과 Warping 강성의 심한 변화로 인한 불연속 경계면이 발생하게 되고 이때의 진동해석을 위해서 보 이론에 기초를 두고 상당히 높은 정확도를 제공하는 Haslum[2] 등과 Pedersen[3]이 제시한 이론을 이용하였다.

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Development of Base station Antenna Using Phased Away Technology (위상배열 안테나 기술을 적용한 기지국용 안테나 개발)

  • Lee, Chang-Eun;Yun, Jong-Sup;Moon, Young-Chan;Hur, Jung
    • Journal of the Institute of Electronics Engineers of Korea TC
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    • v.41 no.5
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    • pp.77-83
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    • 2004
  • Based on a Phased array technology, 2-dimensionally steerable base station antenna was developed at cellular band. The antenna, which consists of 2 by 5 radiating element, can provide 14㏈i gain with half power beam width of 0$^{\circ}$and 13$^{\circ}$ in horizontal and vertical plane respectively. It has beam scanning range of 0$^{\circ}$to 12$^{\circ}$in vertical down tilting and -15$^{\circ}$to 15$^{\circ}$in horizontal steering. The beam control Performance of antenna was verified by DM measurement on field trial.