• Journal of the Korea Society of Computer and Information
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• v.3 no.2
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• pp.139-146
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• 1998

This paper proposes a regularized iterative image restoration using method of conjugate gradient considering a priori information. Compared with conventional regularized method of conjugate gradient, this method has merits to prevent the artifacts by ringing effects and the partial magnification of the noise in the course of restoring the image degraded by blur and additive noise. Proposed method applies the constraints to accelerate the convergence ratio near the edge portions, and the regularized parameter suppresses the magnification of the noise. As experimental results, I show the superior convergence ratio and the suppression by the artifacts of the proposed method compared with conventional methods.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.18 no.1
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• pp.84-96
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• 2006

This paper presents a simplified numerical method that can be used to incorporate the partial reflection and transmission of water waves in the hyperbolic mild-slope equation. For given reflection and transmission coefficients, wave fields around a porous breakwater including reflection, transmission, and diffraction can be simulated accurately. For the verification of the proposed method, numerical experiments have been carried out and compared with analytic solutions given by Yu(1995) and McIver(1999). The proposed method is easy to implement and is computationally efficient. It is demonstrated that the method performs well with a sloping bottom bathymetry and varying incident wave angles.

• Proceedings of the KOSOMBE Conference
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• v.1995 no.11
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• pp.250-252
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• 1995

이 논문의 목적은 Target field approach를 사용하여 2차원적인 공간선택을 할 수 있는 방사형 표면 경사 자계코일 (Radial SGC : Radial Surface Gradient Coil)을 설계하는 것이다. 지금까지 쓰이던 원통형의 고차경사자계코일을 이용한 2차원적 원형 선택방법은 한개의 RF Puise로 2차원적인 공간 선택을 할 수 있는 장점이 있었으나 선택되어지는 체적의 지름이 6-8cm로 너무 크다는 단점이 있었다. 이 논문에서는 이와같은 단점을 극복하기 위해 영상을 얻고자하는 부분에 코일을 좀 더 가까이 붙일 수 있으며 선택되어지는 체적의 지름을 1-4cm까지 줄일 수 있는 표면 고차자계코일을 Target field approach 방법을 이용하여 설계하였으며 Phantom과 인체영상을 통해 제작된 코일의 성능을 확인해 보았다. 과거에 사용되었던 Field component method에서는 선택되는 부분이 찌그러지는 경우가 있었으나 Target field approach 방법에 의해 설계된 코일에 의하여 선택되는 부분은 이상적인 원에 가까운 모양이 되었다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.20 no.3
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• pp.300-309
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• 2008

The partial safety factors of armor stones have been calculated on the assumption that all random variables are independent one another. However, wave height and wave steepness are not independent in the van der Meer's formula of armor stones but they are correlated. In the present study, we calculated the partial safety factors considering the correlation and compared them with those of other researchers who did not consider the correlation. The correlation between wave height and steepness is closely related to the variability of wave period. As the variability of wave period decreases, the correlation between wave height and steepness becomes strong, and hence the calculation results with and without consideration of the correlation show more difference. Therefore, the correlation should be taken into account in the calculation of partial safety factors in the area where the variability of wave period is small.

• Journal of Dental Rehabilitation and Applied Science
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• v.26 no.1
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• pp.21-32
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• 2010

The convergence angle of a prepared tooth is a very important factor in the retention and resistance of a crown restoration. But various intraoral environments and clinician's techniques make it difficult to obtain the ideal inclination. Therefore, in this study, clinical convergence angle of a prepared tooth was investigated. The data was collected from the patient models of prosthodontic residents and the patient models of general practitioners. The images of mesiodistal and buccolingual surfaces were taken with a digital camera to evaluate the convergence angle on 'ImageJ' program. The images were classified according to the criteria (1. Clinician group, 2. Position in the dental arch, 3. The purpose of abutment preparation)and then analyzed. The mean convergence angle of a prepared tooth for Korean clinicians was $15.02^{\circ}$ (${\pm}10.13^{\circ}$). 1. It was significant in the convergence angle between the general practitioner group and the prosthodontic resident group(p<0.05). 2. It was significant between the mesiodistal and buccolingual surface in the the prosthodontic resident group(p<0.05). 3. For the general practitioner group, it was significant when anteriors and premolars were compared with molars(p<0.05). For the prosthodontic resident group, it was significant when anteriors and premolars were compared with molars (p<0.05). 4. When divided into upper and lower arches, for the general practitioner group, it showed significant difference in the buccolingual aspect(p<0.05). Also in the prosthodontic resident group, it showed significant difference in the buccolingual aspect(p<0.05). 5. Dividing left and right sides of the arches, there was no significant difference in the general practitioner group and the prosthodontic resident group(p>0.05). 6. In the general practitioner group, it was significant in the mesiodistal axial convergence angle of single crown abutment and 3 unit bridge abutment(p<0.05). In the prosthodontic resident group, it was significant in the mesiodistal and overall axial convergence angle of single crown abutment and 3 unit bridge abutment(p<0.05). Clinical convergence angle of prepared tooth in Korea was included in agreement with other studies investigating convergence angle that ranged from 10 to 22 degrees, achieved in clinical practice.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.18 no.10
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• pp.1546-1552
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• 1993

We proposed an adaptive block truncation coding(BTC) using gradient and a new initial value. We used gradient of sobel operator as a new category classification coefficient to reduce Jagged appearance at edge part. We defined a new initial value to reduce large quantization error in the 4-level quantizer block including edge part. By computer simulations, we showed that the proposed method less computation load, reduced jagged appearance at edge part, also improved PSNR more than the conventional adaptive BTC.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.972-972
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• 2012

일반적으로 자갈하천의 하상에는 여울, 소의 연쇄 구조(Riffle-pool sequences)가 발생한다. 여울은 수심이 얕아 유속이 빠른 부분이고 소는 수심이 깊어 유속이 느린 부분에 해당한다. 여울과 소의 연쇄구조는 모래하천에서는 보이지 않는데, 여울에서는 빠른 유속으로 인하여 하상의 조립화가 진행되며, 반대로 소에서는 하상이 세립토로 구성된다. 그리고 여울은 하도의 경사에 따라 발생하며, 유속의 빠름과 느림에 따라 크게 평여울과 급여울로 구분할 수 있다. 본 연구의 대상하천인 양양 남대천은 국내에서는 보기 드물게 개발이 거의 되어있지 않으며 조사대상 구간인 어성전(법수치) 계곡을 포함한 양양 남대천 상류 약 0.4 km은 산지하천 구간으로 비교적 자연하천의 상태를 유지하고 있다. 본 연구는 자갈하천의 구간에서 연속적으로 발생하는 여울, 소를 대상으로 하상경사, 하상재료, 수심, 유속 등 물리적 특성을 조사하였다. 이 구간에서의 나타난 여울 구간은 11개소로 구분할 수 있으며, 급여울이 시작되는 구간에서부터 여울과 소는 반복적인 형태로 나타났다. 하상경사는 평여울 구간에서 0.0011-0.0057, 급여울 구간에서 0.0143-0.0201로 나타났다. 하상재료는 $D_{50}$의 경우 평여울 구간에서 3.66-4.63 mm, 급여울 구간에서 3.61-4.63 mm로 나타났다. 이와 같은 연구는 자연하천이 갖는 여울, 소 연쇄구조의 물리적 특성을 이해하고, 자연형 여울, 소를 조성하거나 복원 시 설계를 위한 기초자료로 활용될 것으로 기대된다.

• Proceedings of the Korea Water Resources Association Conference
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• 2005.05b
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• pp.340-344
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• 2005

본 연구에서는 도로 빗물받이의 차집효율을 분석하기 위하여 측구 부분을 대상으로 수리모형을 제작하여 실험을 실시하고, 실측된 결과를 FHWA의 범용프로그램인 Visual Urban 모형의 해석결과와 비교하여 이 모형의 국내 적용성을 분석하였다. 실험에는 국내 표준규격인 40x50cm의 쇠살대 유입구(grater inlet)를 사용하였으며, 측구의 유량은 도로의 차선 및 빗물받이의 간격을 고려하여 $4\~13{\ell}/sec$를 선택하였다. 도로의 종경사는 $2,\;4,\;6\%$를 선택하고, 측구의 횡경사는 $4,\;6,\;8\%$를 선택하여, 총 36회의 실험을 실시하였다. Visual Urban 모형을 적용하여 모의한 결과와 실측값을 비교한 결과 종$\cdot$횡경사가 작은 경우에는 오차의 범위가 $6\%$정도였으며 종경사 $4\%$, 횡경사 $8\%$이상이면 비교적 일치하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.12 no.2
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• pp.1-10
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• 1992

In this study, the 'Comb-structure' model which has been developed from truss analogy is modified in order to be applied to the shear analysis of partially prestressed concrete members. The proposed 'Comb-structure' model is modified so that the position, the slope of concrete compressive chord and the slope of concrete diagonal strut may change according to the magnitude of loads and prestress. For the proposed mechanical model, non-linear beam and truss elements are used. By modifying the 'Compression-Field' theory, the equation to determine the slope angle of concrete diagonal strut can be induced. The anaysis results by the proposed 'Comb-structure' model are compared with the experimental results and validity of model is examined. It shows that the the result of 'Comb-structure' analysis lies between that of the modified M$\ddot{o}$rsch theory and classical M$\ddot{o}$rsch theory, and close to the measured value after cracking. The deflection of the beam and the stress of stirrup show good agreement, so it can be concluded that the proposed 'Comb-structure' analysis model explains the shear behavior of partially prestressed concrte beams after crack initiation.

• Journal of the Korean Society of Hazard Mitigation
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• v.8 no.4
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• pp.75-79
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• 2008

As Information Technology developed, Information requirement has been went higher. In the field of GIS(Geographic Information System) more information is processed more quickly and accurately. Especially, quick analysis of forest fire information (topography, ignition point, weather condition, etc.) over a wide area is essential in order to minimize victim, environmental damage, and economical damage, decide course of evacuating, estimate a fire spread course, and attack resource arrangement. We determined a fire spread distance at each unit time through an experiment with various slope degrees and distinction of flat, upslope and downslope. For the tests on the upslope, as the slope increased, the rate of spread increased. On the downslope in contrast with the upslope, as the slope increased, the rate of spread decreased. We analyzed a spread rate of forest fire on each slope as the method classified upslope(+) and downslope(-) using the results obtained from the experiment. Consequently, the proposed method is able to be used to effectively support the attack of forest fire by providing accurate predictions of fire spread.