• 정보보호학회지
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• 제3권1호
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• pp.86-90
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• 1993

Finite field GF$(2^n)5에서 정의된 elliptic curve가 있을때 그 curve위의 어떤 point p를 k배하는 연산은 암호론에서 매우 자주 쓰여진다. 이때 optimal normal bases를 이용하여 GF$(2^n)의 element를 표현하고, 또 elliptic curve를 선택할 때 animalous curve가 되도록 한다면, 기존이 방법 보다 매우 빠르게 k P를 구할 수 있다.

• 한국구조물진단유지관리공학회 논문집
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• 제10권2호
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• pp.59-67
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• 2006

본 연구의 목적은 면진건물의 설계를 수행하는데 있어, 면진건물의 주기, 수평 변위량 등과 같은 면진장치의 성능을 결정하기 위한 중요 요소들을 손쉽게 산정할 수 있는 포락해석용 도표를 산정하는데 있다. 이를 위하여 가속도로 표현되는 설계지진의 위험도 대신, 에너지와 관계된 $V_E$ 스펙트럼을 아울러 산정한다. UBC 97의 지진응답계수를 적용한 경계주기 $T_G$ 및 최대속도 응답 $V_0$를 지반조건별로 제안하였으며, 이를 근간으로 한 스펙트럼 작성법을 제안하였다. 제안된 $V_E$ 스펙트럼을 근거로 지반조건별 포락해석용 도표를 작성하였다.

• 대한수학회지
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• 제58권6호
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• pp.1407-1419
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• 2021

The Iwasawa decomposition NAK of the Lie group G = SO₀(2, 1) with a left invariant metric produces Riemannian submersions G → N\G, G → A\G, G → K\G, and G → NA\G. For each of these, we calculate the curvature of the base space and the lifting of a simple closed curve to the total space G. Especially in the first case, the base space has a constant curvature 0; the holonomy displacement along a (null-homotopic) simple closed curve in the base space is determined only by the Euclidean area of the region surrounded by the curve.

• Geomechanics and Engineering
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• 제29권4호
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• pp.407-420
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• 2022

Embedded piles, which are typically used in Korea, are precast piles inserted into prebored ground with cement paste. Dynamic pile tests tend to underestimate the bearing capacity of embedded piles because of the undeveloped shaft resistance prior to the curing of the cement paste and the insufficient energy transferred after the curing. In this study, a resistance combination method using the base resistance before the cement paste is cured and the shaft resistance after the cement paste is cured is proposed to obtain a combined load-settlement curve from dynamic pile tests. Two pairs of embedded piles with diameters of 600 and 500 mm are installed. Each pair comprises one pile for the dynamic pile test and another pile for the static load test. The shape of the load-settlement curve obtained using the proposed method is similar to that obtained from the static load test. Thus, the resistances evaluated using the proposed method at selected settlements are similar to those obtained from the static load test. This study shows that the resistance combination method may be used effectively in dynamic pile tests to accurately evaluate the bearing capacity of embedded piles.

• Computers and Concrete
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• 제16권3호
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• pp.467-485
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• 2015

This paper presents a comprehensive work on determination of yield base shear coefficient and displacement ductility factor of three to eight story actual reinforced concrete buildings, instead of using generic frames. The building data is provided by a walkdown survey in different locations of the pilot areas. Very detailed three dimensional models of the selected buildings are generated by using the data provided in architectural and reinforcement projects. Capacity curves of the buildings are obtained from nonlinear static pushover analyses and each capacity curve is approximated with a bilinear curve. Characteristic points of capacity curve, the yield base shear capacity, the yield displacement and the ultimate displacement capacity, are determined. The calculated values of the yield base shear coefficients and the displacement ductility factors for directions into consideration are compared by those expected values given in different versions of Turkish Seismic Design Code. Although having sufficient lateral strength capacities, the deformation capacities of these typical mid-rise reinforced concrete buildings are found to be considerably low.

• 산업기술연구
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• 제12권
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• pp.15-23
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• 1992

This research is to investigate the effect of base roughness of footing on characteristics of load-settlement curve. Parametric experiments of small scaled model test were performed with changing the properties of base roughness of model footing; Gluing the vinyl, aluminum, sand paper, sand beneath the model footing surface. The width of model footing and relative density of soil foundation were also changed to investigate their effects on settlement characteristics of footing. The ultimate bearing capacity as well as the initial slope of load-settlement curve obtained from test results were compared with those from limit equilibrium methods proposed by Terzaghi, Hansen and Meyerhof. From test results, it was confirmed that the base roughness affected the failure mechanisms of showing different shapes of slip lines formed beneath the footing.

• 한국안광학회지
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• 제5권2호
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• pp.27-31
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• 2000

각막의 기능적인 검사로 사용되는 케라토 미터는 각막의 곡율, 각막난시의 크기와 방각막굴절 표면의 질 그리고 각막표면의 안전성의 결정을 객관적인 방법으로 평가 할 수 있다. 본 연구는 각막의 곡율반경, 굴절력, 난시에 대해 성인 남녀를 비교 분석하였다. 남성의 우안 수직각막곡율반경은 약 7.656 mm이고 수평곡율반경은 약 7.966 mm이며 좌안의 수직각막곡율반경은 약 7.714 mm이고 수평곡율반경은 약 8.026 mm이다. 한편 여성의 우안 수직각막곡율반경은 약 7.559 mm이고 수평곡율반경은 약 7.695 mm이며 좌안의 수직각막곡율반경은 약 7.444 mm이고 수평곡율반경은 약 7.742 mm이다. 남성의 우안 수직각막 굴절력은 약 44.063 diopter이고 수평각막 굴절력은 약 43.738 diopter이며 좌안 수직각막 굴절력은 약 44.082 diopter이고 수평각막 굴절력은 약 42.304 diopter이다. 한편 여성의 우안 수직각막 굴절력은 약 44.082 diopter이고 수평각막 굴절력은 13.77 diopter이며 좌안 수직각막 굴절력은 약 44.347 diopter이고, 수평각막 굴절력은 43.495 diopter이다. 축에 따른 각막난시의 형태는 남성은 우안인 경우에 직난시가 89.19%이며, 도난시가 8.1%이고 좌안은 직난시가 91.89%이며, 도난시가 8.11%로 나타났다. 한편 여성의 경우는 우안의 직난시가 76.92%이고, 도난시가 23.08%이며, 좌안은 직난시가 80.76%이고 도난시가 17.31%이다. 각막난시의 도수에 대해서 1 diopter 이상에서 2 Diopter 미만이 44.89%이고 1 diopter 미만이 25.57%이며 2 diopter 이상에서 3 diopter 미만이 18.18% 순으로 나타났다.

• 한국공작기계학회논문집
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• 제13권3호
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• pp.113-118
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• 2004

In this paper, we propose a new weaving trajectory algorithm for the arc welding of a articulated manipulator. The algorithm uses the theory of Bezier spline. We make a comparison between the conventional algorithms using Catmull-Rom curve and the new algorithms using Bezier spline. The proposed algorithm has been evaluated based on the MATLAB environment in order to illustrate its good performance. Through simulations, the proposed algorithm can result in high-speed and flexible weaving trajectory planning so that it's trajectory cannot penetrate into a base metal compared to the conventional algorithm using Catmull-Rom curve.

• 대한전기학회논문지:시스템및제어부문D
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• 제52권1호
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• pp.9-15
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• 2003

To improve the performance of PID controller of high order systems by model reduction, we proposed two model reduction methods. One, Original model with two point $({\angle}G(jw)=\;-{\pi}/2,\;-{\pi})$ in Nyquist curve used gradient base method and genetic algorithm. The other, Original model without two point$({\angle}G(jw)=\;-{\pi}/2,\;-{\pi})$in Nyquist curve used to add very small dead time. This method has annexed very small dead time on the base model for reduction, and we remove it after getting the reduced model, and , we improved Smith-predictor for a dead-time compensator using genetic algorithms. This method considered four points$({\angle}G(jw)=0,\;-\pi/2,\;-\pi,\;-3\pi/2)$ in the Nyquist curve to reduce steady state error between original and reduced model. It is shown that the proposed methods have more performance than the conventional method.

• Kyungpook Mathematical Journal
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• 제48권1호
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• pp.81-92
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• 2008

In this paper, the trajectory scroll in 3-dimensional Minkowski space-time $E_1^3$ is given by a firmly connected oriented line moving with Cartan frame along curve. Some theorems and results between curvatures of base curve and distribution parameter of this surface are obtained. Moreover, some theorems and results related to being developable and minimal of this surface are given. And also, some relationships among geodesic curvature, geodesic torsion and the curvatures of base curve of trajectory scroll are found.