• 한국정밀공학회지
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• 제30권3호
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• pp.324-330
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• 2013

This paper describes a novel method to surface large optics mirror with an extremely high hardness, which could replace the high cost of the repetitive off-line measurement steps and the large ultra-precision grinding machine with ultra-positioning control of 10 nm resolution. A lot of diamond pellet to be attached on the convex aluminum base consists of a grinding tool for the concave large mirror, and the tool was pressured down on the large mirror blank. The tool motion at an interval on the spiral path was controlled with each feed rate as the dwell time in the conventional computer-controlled polishing. The shape to be surfaced was measured directly by a touch probe on the machine without any separation of the mirror blank. Total 40 iterative steps of the surfacing and measurement could demonstrate the form error of RMS $7.8{\mu}m$, surface roughness of Ra $0.2{\mu}m$ for the mirror blank with diameter of 1 m and spherical radius of curvature of 5400 mm.

• 한국소음진동공학회논문집
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• 제15권3호
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• pp.251-258
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• 2005

The free vibration of a spinning flexible disk-spindle system supported by hydro dynamic bearings (HDB) in an HDD is analyzed by FEM. The spinning flexible disk is described using Kirchhoff plate theory and von Karman non-linear strain, and its rigid body motion is also considered. It is discretized by annular sector element. The rotating spindle which includes the clamp, hub, permanent magnet and yoke, is modeled by Timoshenko beam including the gyroscopic effect. The flexible supporting structure with a complex shape which includes stator core, housing, base plate, sleeve and thrust pad is modeled by using a 4-node tetrahedron element with rotational degrees of freedom to satisfy the geometric compatibility. The dynamic coefficients of HDB are calculated from the HDB analysis program, which solves the perturbed Reynolds equation using FEM. Introducing the virtual nodes and the rigid link constraints defined in the center of HDB, beam elements of the shaft are connected to the solid elements of the sleeve and thrust pad through the spring and damper element. The global matrix equation obtained by assembling the finite element equations of each substructure is transformed to the state-space matrix-vector equation, and the associated eigen value problem is solved by using the restarted Arnoldi iteration method. The validity of this research is verified by comparing the numerical results of the natural frequencies with the experimental ones. Also the effect of supporting structures to the natural modes of the total HDD system is rigorously analyzed.

• Earthquakes and Structures
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• 제18권5호
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• pp.527-542
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• 2020

In traditional eccentrically braced steel frames, damages and plastic deformations are limited to the links and the main structure members are required tremendous sizes to ensure elasticity with no damage based on the force-based seismic design method, this limits the practical application of the structure. The high strength steel frames with eccentric braces refer to Q345 (the nominal yield strength is 345 MPa) steel used for links, and Q460 steel utilized for columns and beams in the eccentrically brace steel frames, the application of high strength steels not only brings out better economy and higher strength, but also wider application prospects in seismic fortification zone. Here, the structures with four type eccentric braces are chosen, including K-type, Y-type, D-type and V-type. These four types EBFs have various performances, such as stiffness, bearing capacity, ductility and failure mode. To evaluate the seismic behavior of the high strength steel frames with variable eccentric braces within the similar performance objectives, four types EBFs with 4-storey, 8-storey, 12-storey and 16-storey were designed by performance-based seismic design method. The nonlinear static behavior by pushover analysis and dynamic performance by time history analysis in the SAP2000 software was applied. A total of 11 ground motion records are adopted in the time history analysis. Ground motions representing three seismic hazards: first, elastic behavior in low earthquake hazard level for immediate occupancy, second, inelastic behavior of links in moderate earthquake hazard level for rapid repair, and third, inelastic behavior of the whole structure in very high earthquake hazard level for collapse prevention. The analyses results indicated that all structures have similar failure mode and seismic performance.

• 한국해양학회지
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• 제30권1호
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• pp.27-38
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• 1995

GPS 측위 방법과 무선 주파수를 응용하여는 연안에서의 해류구조 및 변화에 대한 지속적이고 동시성의 자료를 실시간으로 관측할 수 있는 해류 관측 연구 분야에 적합 한 새로운 장비를 개발하고자 하였다. 본 연구에서는 GPS 위성으로부터 수신한 위치 자료를 재 전송하는 송신 장치(이동 물체: Buoy)와 육상 또는 선박에서 수신하는 수신 기(Receiving system) 및 이를 분석하고 추적하며 처리하는 소프트웨어의 3가지 중요 개발이 이루어 졌다. 특히 시스템 중에서 송신용 및 수신용의 RF Modem은 기존의 유선 방식의 Modem과 달리 무선에서 의 응용으로 해양 자료전송 기술 발전을 가져왔고, 부 표(이동물체)의 위치 추적 소프트웨어는 국내에서 실제로 처음으로 성공한 경우라 할 수 있다. 본 시스템을 기존의 상품화된 표층해류 관측부표(예: 아고스 부표)에 비하여 운용비 및 제작 단가가 저렴하며 실시간 자료 획득이 가능하며 해류관측 뿐만 아니라 각종 해양과 육상에서도 응용이 가능하다.

• 한국운동역학회지
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• 제20권3호
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• pp.267-275
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• 2010

The purpose of this study was to investigate the effects of balance ability improvement exercise program which applied to the elderly people for increasing balance, stability and range of motion. Ten elderly people and ten university students were recruited as the subjects. Kinematic data were collected by seven real-time infrared cameras while subjects walk stair descent as a pre-test. Korean folk dance exercise program was applied to the elderly for 12 weeks. Same experiment on stair descent walk was performed as post-test. Results indicated that CM movement and selected joint angle patterns of elderly group after treatment changed to the similar patterns of young group. However, ankle joint angle and vertical GRF of elderly group after treatment also increased compared to those of the elderly group before treatment. This might be explained by the fact that elderly used a different walking strategy which maximize support base for increasing stability. Overall, these results indicated that the exercise treatment may affect to adapt and improve the gait pattern of stair descent of elderly people.

• 대한전자공학회논문지SP
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• 제38권6호
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• pp.692-702
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• 2001

본 논문에서는 표준화 영상부호화기에서 사용할 수 있는 새로운 블럭정합 방식을 제안하였다. 제안방식은 기존 방식처럼 광역-협역 탐색방식을 사용하는 방식이 아닌, 미리 선정된 각 후보에 대하여 SAD 누적추이를 사용하여 움직임 벡터를 찾는 방식이다. 확산누적배열(dispersed accumulation matrix)의 제안으로 SAD 추이곡선의 선형성(linearity)을 높여서 누적 초기에 가능성 낮은 후보를 제거하였다. 이를 토대로 고속 슬라이스 경쟁 블럭정합 방식을 제안하였다. 후보선출단계와 후보경쟁단계를 통하여 최종 움직임 벡터를 생성하였으며, 국부최소값에 빠질 확률을 줄이는 동시에 불필요한 연산을 감소시켰다. 기존의 고속 블럭정합 방법들에 비하여 연산량은 10%∼70%가 줄었으며, 18%∼35%의 실제 수행시간이 감소되었다. 평균 MAD는다양한 테스트영상에 대하여 항상 우수하였으며, 전역탐색의 결과에 가장 가까운 결과를 나타내었다.

• Structural Engineering and Mechanics
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• 제60권4호
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• pp.633-653
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• 2016

One of the major threats to the stability of classical columns and colonnades are earthquakes. The behavior of columns under high seismic excitation loads is non-linear and complex since rocking, wobbling and sliding failure modes can occur. Therefore, three dimensional simulation approaches are essential to investigate the in-plane and out-of-plane response of such structures during harmonic and seismic loading excitations. Using a software based on the Distinct Element Method (DEM) of analysis, a three dimensional numerical study has been performed to investigate the parameters affecting the seismic behaviour of colonnades' structural systems. A typical section of the two-storey colonnade of the Forum in Pompeii has been modelled and studied parametrically, in order to identify the main factors affecting the stability and to improve our understanding of the earthquake behaviour of such structures. The model is then used to compare the results between 2D and 3D simulations emphasizing the different response for the selected earthquake records. From the results analysis, it was found that the high-frequency motion requires large base acceleration amplitude to lead to the collapse of the colonnade in a shear-slip mode between the drums. However, low-frequency harmonic excitations are more prominent to cause structural collapse of the two-storey colonnade than the high-frequency ones with predominant rocking failure mode. Finally, the 2D analysis found to be unconservative since underestimates the displacement demands of the colonnade system when compared with the 3D analysis.

• Structural Engineering and Mechanics
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• 제61권4호
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• pp.527-538
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• 2017

The evaluation of the loss-of-support conditions of frictional beam-to-column connections using simplified numerical models describing the transverse response of a portal-like structure is presented in this paper considering the effects of the seismic-hazard disaggregation. Real earthquake time histories selected from European Strong-motion Database (ESD) are used to show the effects of the seismic-hazard disaggregation on the beam loss-of-support conditions. Seismic events are classified according to different values of magnitudes, epicentral distances and soil conditions (stiff or soft soil) highlighting the importance of considering the characteristics of the seismic input in the assessment of the loss-of-support conditions of frictional beam-to-column connections. A rigid and an elastic model of a frame of a precast industrial building (2-DoF portal-like model) are presented and adopted to find the minimum required friction coefficient to avoid sliding. Then, the mean value of the minimum required friction coefficient with an epicentral distance bin of 10 km is calculated and fitted with a linear function depending on the logarithm of the epicentral distance. A complete parametric analysis varying the horizontal and vertical period of vibration of the structure is performed. Results show that the loss-of-support condition is strongly influenced by magnitude, epicentral distance and soil conditions determining the frequency content of the earthquake time histories and the correlation between the maxima of the horizontal and vertical components. Moreover, as expected, dynamic characteristics of the structure have also a strong influence. Finally, the effect of the column nonlinear behavior (i.e. formation of plastic hinges at the base) is analyzed showing that the connection and the column are a series system where the maximum force is limited by the element having the minimum strength. Two different longitudinal reinforcement ratios are analyzed demonstrating that the column strength variation changes the system response.

• 한국정보통신학회논문지
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• 제9권6호
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• pp.1395-1401
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• 2005

이동매니퓰레이터란 이동로봇과 작업로봇을 직렬로 결합하여 이동능력과 작업능력을 가지는 로봇이다. 이동매니퓰레이터의 중요한 특징중의 하나는 잉여의 자유도를 가진다는 것이다. 이를 이용하여 이동매니퓰레이터는 여러 가지 모드로 이동이 가능하고 다양한 작업을 수행할 수 있다. 이동매니퓰레이터는 고정베이스 구조의 로봇에 비해 넓은 작업공간과 특이자세 회피 및 장애물 회피에서 더 좋은 성능을 가진다. 두 대의 로봇이 협동하여 작업을 수행할 때 주어진 작업공간에서 여유자유도를 가지고 있는 이점을 이용하여 작업의 성능을 향상시킬 수 있다. 본 논문은 이동매니퓰레이터가 수행되어질 작업을 세분화 시키고 로봇의 작업 성능 지수를 사용하여 로봇이 최적자세로 작업을 수행할 수 있는 연구를 하였다. 제안된 알고리즘을 검증하기위해 이동매니퓰레이터를 제작하였고, 실험에 사용한 이동매니퓰레이터 PURL-II는 3자유도를 가지는 이동로봇과 5자유도를 가지는 작업로봇으로 구성되어 있다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2002년도 합동 추계학술대회 논문집 정보 및 제어부문
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• pp.19-22
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• 2002

In this paper, we aims to develop a microcontroll er-based ECG monitoring system and portable pulse oximeter using Compact Flash Interface. First, portable pulse oximeter system is designed to record 2 channel of biosignals simultaneously, including 1 channel of $SpO_2$ and 1 channel of pulse rate. It is very small and portable. Besides, the system makes it possible to measure a patient's condition without an additional medical equipment. We tried to solve the problems generated by a patient's motion. That is, we added an analog circuit to a traditional pulse oximeter in order to eliminate the change of the base line. And we used 2D sector algorithm. As present, SpO2 modules are completed. But there are still many further development needed in order to enhance the function. Especially, compact falsh interface remains the most to complete. Second, ECG monitoring system uses almost same as present 3-lead ECG system. But we focus on the analog part, especially in filter. The proposed filter is composed of two parts. One is a filter to remove the power-line interface. The other is a filter to remove the baseline drift. A filter to remove the power-line and the baseline drift is necessarily used in the ECG system. The implemented filter have three features; minimizing the distortion in DC component, removing the harmonic component of power-line frequency. Using compact flash interface, we can easily transfer a patient's personal information and the measured signal data to a network based server environment. That means, it is possible to implement a patient's monitoring system with low cost.