• International Journal of CAD/CAM
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• 제7권1호
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• pp.21-30
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• 2007

The inverse offset method (IOM) is widely used for generating cutter paths from the point-based surface where the surface is characterised by a set of surface points rather than parametric polynomial surface equations. In the IOM, cutter path planning is carried out by specifying the grid sizes, called the step-forward and step-interval distances respectively in the forward and transverse cutting directions. The step-forward distance causes the chordal deviation and the step-forward distance produces the cusp. The chordal deviation and cusp are also functions of local surface slopes and curvatures. As the slopes and curvatures vary over the surface, different step-forward and step-interval distances are appropriate in different areas for obtaining the machined surface accurately and efficiently. In this paper, the chordal deviation and cusp height are calculated in consideration with the surface slopes and curvatures, and their combined effect is used to estimate the machined surface error. An adaptive grid generation algorithm is proposed, which enables the IOM to generate cutter paths adaptively using different step-forward and step-interval distances in different regions rather than constant step-forward and step-interval distances for entire surface.

• 구강회복응용과학지
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• 제34권4호
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• pp.262-269
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• 2018

목적: 치은 형성 후 인공치아의 이동에 대하여 평가를 시행하였다. 연구 재료 및 방법: 10벌의 동일한 치아배열과 치은의 외형을 가진 납의치를 이용하여 실험하였다. 이 납의치 상에서 치은 형성을 시행하였고, 10분 간격으로 120분 간 모델 스캔을 시행하여 치아 간 거리를 측정하였다. SPSS Ver. 22. 0를 이용하여 통계학적 분석을 시행하였다. 결과: 치은 형성 후 평균적으로 치아 사이의 거리가 0.0999 mm에서 0.1787 mm로 나타났다. 인공치아 이동의 변화율에 대해서는 40 - 50분과 50 - 60분 사이와 50 - 60분과 60 - 70분 사이에서 통계학적으로 유의한 차이가 관찰되었고, 그 이후에는 변화율의 유의한 차이가 없었다. 결론: 120분 간 측정한 결과 인공치아의 이동이 관찰되었고, 60 - 70분 이후에는 시간에 따른 평균 이동량의 변화가 관찰되지 않았다. 이를 종합하면, 치은 형성 후 60분 이상 경과된 시점에서 교합에 대한 재평가를 시행한 후에 최종 의치를 제작하는 것이 필요하다.

• Structural Engineering and Mechanics
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• 제25권5호
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• pp.613-629
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• 2007

A finite element method (FEM) of B-spline wavelet on the interval (BSWI) is used in this paper to solve the static and vibration problems of thin plate. Instead of traditional polynomial interpolation, the scaling functions of two-dimensional tensor product BSWI are employed to construct the transverse displacements field. The method combines the accuracy of B-spline functions approximation and various basis functions for structural analysis. Some numerical examples are studied to demonstrate the proposed method and the numerical results presented are in good agreement with the solutions of other methods.

• 한국터널지하공간학회 논문집
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• 제19권3호
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• pp.517-532
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• 2017

도심지 터널에 주로 적용되는 횡류식 환기방식은 환기구간 거리가 길어질수록 환기성능이 저하되므로 균일한 풍량분배가 필요하다. 본 연구에서는 환기구간 거리가 길어져도 균일한 풍량분배를 통해 설계값의 환기성능을 확보할 수 있도록 급배기구의 개도율을 최적화하는 프로그램을 개발하였으며, TUNVEN DUCT 프로그램과의 비교를 통해 프로그램의 예측 성능을 검증하였다. 이를 위해 반횡류 급기 환기방식을 적용하였으며, 두 프로그램은 유사한 포트 크기 및 풍량 분배를 예측하고 있으며, 계산값의 변동범위는 각각 11.71% 와 1.36% 인 것으로 나타났다. 이 프로그램은 다양한 터널 연장 및 급배기 포트 설치 조건에 대한 신속한 분석이 가능하므로, 횡류식 및 반횡류 환기방식의 포트 최적화 설계에 상당히 유용할 것으로 판단된다.

• 한국해안·해양공학회논문집
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• 제21권3호
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• pp.216-223
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• 2009

수면보다 높은 사각기둥 저항체가 등간격으로 배치되어 있는 경우의 상당저항계수 식의 횡방향에 따른 항력상호작용계수를 연구하여 제안하였다. 저항체의 횡방향 이격거리에 따른 에너지 손실이 오리피스의 공극률에 따른 에너지 손실과 동일하다고 가정하고 오리피스의 에너지 손실계수를 차용하여 횡방향 항력상호작용계수를 제안하였다. 이 항력상호작용계수를 사용하는 상당저항계수 식을 김 등(2008)에 의해 사용된 수리조건에 대해 그 해석능력이 검증된 FLOW-3D를 이용하여 수치실험한 결과와 비교하였다. 그 결과가 잘 일치하였고 이로부터 바닥마찰뿐만 아니라 수면보다 높은 정방형 다열기둥의 종방향 및 횡방향 이격거리에 따라 변화되는 저항정도를 고려할 수 있는 제안된 상당저항계수 식의 타당성을 검증하였다.

• 천문학회지
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• 제42권3호
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• pp.61-69
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• 2009

Transverse velocity vectors can be determined from a pair of images successively taken with a time interval using an optical flow technique. We have tested the performance of the new technique called NAVE (non-linear affine velocity estimator) recently implemented by Chae & Sakurai using real image data taken by the Narrowband Filter Imager (NFI) of the Solar Optical Telescope (SOT) aboard the Hinode satellite. We have developed two methods of estimating the errors in the determination of velocity vectors, one resulting from the non-linear fitting ${\sigma}_{\upsilon}$ and the other ${\epsilon}_u$ resulting from the statistics of the determined velocity vectors. The real error is expected to be somewhere between ${\sigma}_{\upsilon}$ and ${\epsilon}_u$. We have investigated the dependence of the determined velocity vectors and their errors on the different parameters such as the critical speed for the subsonic filtering, the width of the localizing window, the time interval between two successive images, and the signal-to-noise ratio of the feature. With the choice of $v_{crit}$ = 2 pixel/step for the subsonic filtering, and the window FWHM of 16 pixels, and the time interval of one step (2 minutes), we find that the errors of velocity vectors determined using the NAVE range from around 0.04 pixel/step in high signal-to-noise ratio features (S/N $\sim$ 10), to 0.1 pixel/step in low signa-to-noise ratio features (S/N $\sim$ 3) with the mean of about 0.06 pixel/step where 1 pixel/step corresponds roughly to 1 km/s in our case.

• 한국식품과학회지
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• 제10권1호
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• pp.36-45
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• 1978

맥백혈구(脈白血球) Lysosomal 효소를 pH(7.0, 4.0), 온도($37^{\circ}C$, $4^{\circ}C$) 및 처리기간($37^{\circ}C$에서 12 24시간, $4^{\circ}C$에서 36 168시간)을 달리하여 처리(處理)한 우(牛)의 요근조직(腰筋組織)의 변화(變化)에 대(對)하여 endomysial connective tissue, sarcolemma 및 transverse ridge등 근(筋)섬유 표면조직(表面組織)의 변화(變化)를 SEM으로 관찰한 바, 처리온도(溫度)에 관계(關係)없이 pH 7.0에서는 endomysial connective tissue, sarcolenna 및 transverse ridge의 분해(分解)를 나타내어 이 효소의 높은 역가(力價)를 보였으나, pH4.0에서는 이들 표면조직(表面組織)에 변화(變化)가 없었으며 특(特)히 transverse ridge는 $37^{\circ}C$에서 24시간, 그리고 $4^{\circ}C$에서 7일간 처리(處理)하여도 변화(變化)를 나타내지 않아 안정(安定)됨을 보였다.

• Journal of Korean Neurosurgical Society
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• 제62권4호
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• pp.458-466
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• 2019

Objective : We retrospectively assessed the efficacy of stereotactic radiosurgery (SRS) for dural arteriovenous fistulas (DAVFs) involving the transverse-sigmoid sinus and analyzed the angiographic and clinical results with our 8-year experience. Methods : Nine patients with intracranial DAVFs involving the transverse-sigmoid sinus underwent SRS using a Gamma $Knife^{(R)}$ (Elekta Inc., Atlanta, GA, USA) between 2009 and 2016. Five patients underwent SRS for residual DAVFs after embolization and four patients were treated with SRS alone. The median target volume was $1.9cm^3$ (range, 0.8-14.2) and the median radiation dose of the target was 17 Gy (range, 16-20). The median follow-up period was 37 months (range, 7-81). Results : Pulsating tinnitus (33%) was the most common symptom. DAVFs were completely obliterated in four patients (44%) and subtotally obliterated in five (56%). Six patients (67%) showed complete recovery of symptoms or signs, and three (33%) showed incomplete recovery. One patient experienced a recurrent seizure. Adverse radiation effects after SRS occurred in one patient (11%). The total obliteration rates after SRS were 16.7%, 37.5%, and 68.7% at 1, 2, and 3 years, respectively. The median interval from SRS to total obliteration of the fistula was 31 months (range, 12-38). The rates at which the symptoms started to improve were 40% at 1 month and 80% at 2 months after SRS. Symptoms started to improve at a median of 5 weeks after SRS (range, 3-21). Conclusion : SRS with or without embolization is a safe and effective treatment to relieve symptoms and obliterate DAVFs on the transverse-sigmoid sinus.

• 한국임상수의학회지
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• 제17권1호
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• pp.168-172
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• 2000

Prostatic length and height on sagittal images and prostatic width and height on transverse images were measured ultrasonographically to establish upper limit of the prostate in 45 dogs which were clinically healthy and sexuallly intact. Linear 5regression and correlatin analysis were performed between prostatic parameters(length and height on sagittal images & width and height on transverse images) and parameters related to body size(body weight, left kidney length) and age of the dogs. Prostatic parameters were significantly correlated with body size and age of the dogs. Maximum predicted values with body weight and age for prostatic parameters were determined based o the upper limit of the 95% confidence interval of the mean predicted values. Such values should be useful for the small animal clinicians in determining if the prostate gland is too large for a given body weight and age, and may contribute to clinicl signs.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2023년도 학술발표회
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• pp.125-125
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• 2023

Estuarine dams are dams constructed in estuaries for reasons such as securing freshwater resources, controlling water levels, and hydroelectric power generation. These estuarine dams alter the flow of freshwater to the coastal ocean and the tidal properties of the estuaries which has implications for the estuaries' circulation and sediment transport. A previous study has analyzed the effect of estuarine dams on 1D (along-channel) circulation and sediment transport. However, the effect of estuarine dams on the transverse variability of along-channel and across-channel circulation and sediment transport has not been studied and is not known. In this study, a coupled hydrodynamic-sediment dynamic numerical model (COAWST) was used to analyze the transverse variability of along-channel and across-channel flow and sediment transport in estuaries with estuarine dams. The estuarine dam was found to change the 3D structure of circulation and sediment transport, and the result was found to depend on the estuarine type (i.e., strongly stratified (SS) or well-mixed (WM) estuary). The SS estuary had inflow in the channel and outflow over the shoals, consistent with estuarine circulation. Longer discharge interval reduced the estuarine circulation. The WM estuary had inflow over the shoals and outflow in the channel, consistent with tide-induced circulation. As the estuarine dam was located nearer to the estuary mouth, the tide-induced circulation was reduced and replaced with estuarine circulation. The lateral circualtion was the greatest in the tide-dominated estuaries. It was reduced and changed direction due to differential advection change as the dam was located nearer the mouth. Overall, the WM estuary transverse flow structure changed the most. Lateral sediment flux was important in all estuaries, particularly for transporting sediments to the tidal flats.