• 한국농업기계학회:학술대회논문집
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• 한국농업기계학회 2017년도 춘계공동학술대회
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• pp.157-157
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• 2017

To minimize the damage by wild birds and acquire the benefits such as protection against weeds and maintenance of water content in soil, the mulching black color vinyl after seeding should be carried out. Non-contact and non-destructive methods that can continuously determine the locations are necessary. In this study, a crop position detection method was studied that uses infrared thermal image sensor to determine the cotyledon position under vinyl mulch. The moving system for acquiring image arrays has been developed for continuously detecting crop locations under plastic mulching on the field. A sliding mechanical device was developed to move the sensor, which were arranged in the form of a linear array, perpendicular to the array using a micro-controller integrated with a stepping motor. The experiments were conducted while moving 4.00 cm/s speed of the IR sensor by the rotational speed of the stepping motor based on a digital pulse width modulation signal from the micro-controller. The acquired images were calibrated with the spatial image correlation. The collected data were processed using moving averaging on interpolation to determine the frame where the variance was the smallest in resolution units of 1.02 cm. Non-linear integral interpolation was one of method for analyzing the frequency using the normalization image and then arbitrarily increasing the limited data value of $16{\times}4pixels$ in one frame. It was a method to relatively reduce the size of overlapping pixels by arbitrarily increasing the limited data value. The splitted frames into 0.1 units instead of 1 pixel can propose more than 10 times more accurate and original method than the existing correction method. The non-integral calibration method was conducted by applying the subdivision method to the pixels to find the optimal correction resolution based on the first reversed frequency. In order to find a correct resolution, the expected location of the first crop was indicated on near pixel 4 in the inversion frequency. For the most optimized resolution, the pixel was divided by 0.4 pixel instead of one pixel to find out where the lowest frequency exists.

• 대한기계학회논문집A
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• 제38권10호
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• pp.1171-1177
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• 2014

전자파차폐용 문세트는 기계적 강도 및 내구성과 전자파 차폐라는 전기적 성능 요구를 동시에 충족시켜야 하므로 이에 알맞은 신뢰성입증시험법의 정립이 요구된다. 특히 전자파 차폐 성능에 직접적인 영향을 미치는 핑거스트립이라고 불리는 베링륨동 재질의 박형 스프링 하위 부품은 문짝과 직접적인 반복 건조마찰이 발생하므로 내구성에 만전을 기해야 하는 부위인데, 산업계에서는 주기적인 보전이 필요한 이 핑거스트립의 교체주기에 대한 보증도 또한 필요한 실정이다. 이러한 요구들에 대응하여 본 연구에서는 전자파차폐용문세트의 시험항목들을 정하고 전체 시스템 수명뿐만 아니라 교체품의 교체주기에 대한 보증을 단순한 방법으로 동시수행하는 입증시험을 설계하였다. 결론적으로 하위 교체부품을 가지는 직렬 시스템의 신뢰성입증시험에서는 교체품의 교체주기에 대한 보증도 항상 함께 포함시킬 것을 제안한다.

• 한국정밀공학회지
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• 제29권4호
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• pp.409-416
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• 2012

Recently, surface modification technology is of importance to improve the wear resistance and the corrosive resistance for high accurate mechanical parts such as LM guide, Ball Screw and Roller Bearing etc., Those has generally featured on rolling contact mechanism to improve not only the wear and the friction, but also the accuracy and the corrosion performances. For surface modifications of high accurate mechanical parts, normally thermal spray, PVD, CVD and E.P. processes have been used with many materials such as DLC, raydent, W, Ni, Ti etc. Diamondlike carbon (DLC) films possess a combination of attractive properties and have been largely employed to modify the tribological behaviors such as friction, wear, corrosion, fretting fatigue, biocompatibility, etc. However, for rolling contact mechanism mechanical parts DLC films are needed to study for commercial benefit. Rolling contact mechanism has features on effects of cyclic motions and stresses, and also not simply sliding motions. The papers focused on the performance test of wear and corrosive resistance according to Me-DLC film thickness. And also, its thickness effect of wear analysis was carried out through the simulation of the maximum shear stress under the rolling contact surface. As the results, Me-DLC films have more potential to improve the wear resistance for high precision mechanical parts than raydent films.

• 한국통신학회논문지
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• 제32권12B호
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• pp.735-742
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• 2007

본 논문에서는 DiffServ 네트워크에서 비디오 스트리밍 서비스의 품질을 보장하기 위한 적용방법의 하나로서 채널변화에 적응적인 패킷 사전 마킹 알고리듬을 제시하였다. 전통적인 패킷 마커들이나 기존에 제안된 TMS(Two Marker System, ETBTCM)은 다수의 비디오 소스가 존재하는 네트워크 상황에서는 혼잡현상 발생 시 패킷내에 포함된 비디오 정보의 중요도에 대한 고려 없이 패킷이 드롭되는 문제점을 가지고 있다. 이러한 문제점을 해결하기 위해 본 논문에서는 적응적 사전마킹 알고리듬을 제안하였다. 제안 알고리듬에서는 네트워크의 채널상태와 GOP내에서의 전송 프레임의 중요도를 고려하여 확률적으로 패킷 드롭 우선순위를 결정하여 이를 서버 단에서 사전에 마킹 하게 된다. 이를 통하여 다수의 비디오 트래픽간의 경쟁이 발생한 상황에서도 화질 저하를 최소화 되도록 할 수 있다.

• Structural Engineering and Mechanics
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• 제58권6호
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• pp.1045-1075
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• 2016

Shallow footings are one of the most common types of foundations used to support mid-rise buildings in high risk seismic zones. Recent findings have revealed that the dynamic interaction between the soil, foundation, and the superstructure can influence the seismic response of the building during earthquakes. Accordingly, the properties of a foundation can alter the dynamic characteristics (natural frequency and damping) of the soil-foundation-structure system. In this paper the influence that shallow foundations have on the seismic response of a mid-rise moment resisting building is investigated. For this purpose, a fifteen storey moment resisting frame sitting on shallow footings with different sizes was simulated numerically using ABAQUS software. By adopting a direct calculation method, the numerical model can perform a fully nonlinear time history dynamic analysis to realistically simulate the dynamic behaviour of soil, foundation, and structure under seismic excitations. This three-dimensional numerical model accounts for the nonlinear behaviour of the soil medium and structural elements. Infinite boundary conditions were assigned to the numerical model to simulate free field boundaries, and appropriate contact elements capable of modelling sliding and separation between the foundation and soil elements are also considered. The influence of foundation size on the natural frequency of the system and structural response spectrum was also studied. The numerical results for cases of soil-foundation-structure systems with different sized foundations and fixed base conditions (excluding soil-foundation-structure interaction) in terms of lateral deformations, inter-storey drifts, rocking, and shear force distribution of the structure were then compared. Due to natural period lengthening, there was a significant reduction in the base shears when the size of the foundation was reduced. It was concluded that the size of a shallow foundation influences the dynamic characteristics and the seismic response of the building due to interaction between the soil, foundation, and structure, and therefore design engineer should carefully consider these parameters in order to ensure a safe and cost effective seismic design.

• Geomechanics and Engineering
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• 제4권3호
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• pp.173-190
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• 2012

With recent growing interests in the Performance-Based Seismic Design and Assessment Methodology, more realistic modeling of a structural system is deemed essential in analyzing, designing, and evaluating both newly constructed and existing buildings under seismic events. Consequently, a shallow foundation element becomes an essential constituent in the implementation of this seismic design and assessment methodology. In this paper, a contact interface fiber section element is presented for use in modeling soil-shallow foundation systems. The assumption of a rigid footing on a Winkler-based soil rests simply on the Euler-Bernoulli's hypothesis on sectional kinematics. Fiber section discretization is employed to represent the contact interface sectional response. The hyperbolic function provides an adequate means of representing the stress-deformation behavior of each soil fiber. The element is simple but efficient in representing salient features of the soil-shallow foundation system (sliding, settling, and rocking). Two experimental results from centrifuge-scale and full-scale cyclic loading tests on shallow foundations are used to illustrate the model characteristics and verify the accuracy of the model. Based on this comprehensive model validation, it is observed that the model performs quite satisfactorily. It resembles reasonably well the experimental results in terms of moment, shear, settlement, and rotation demands. The hysteretic behavior of moment-rotation responses and the rotation-settlement feature are also captured well by the model.

• 전자공학회논문지
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• 제53권4호
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• pp.129-135
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• 2016

본 논문에서는 이동 창 함수 추적기라는 새로운 추적 알고리즘을 제안한다. 본 논문에서는 이동표적의 궤적을 효율적으로 추정하기 위해 과거 궤적의 정보를 포함하는 이동 구간이 선형이라는 가정을 한 선형 창 함수를 적용하여 구현한다. 제안된 알고리즘의 창 함수의 파라메터는 측정 잡음의 영향을 줄이기 위해 그리고 알파-베터 추적기와 비교하여 더 적은 계산량 증가로 빠른 이동 표적 추적을 구현하기 위해 적절하게 선택할 수 있다. 본 논문에서 제안한 창 함수 추적기를 검증하기 위해 잡음상황에서 선형과 비선형 궤적에 대한 컴퓨터 모의실험을 수행했다. 또한 제안된 창 함수 추적기는 초기값에 대한 둔감한 특성과 예측할 수 없는 시변 측정 환경에서 창 함수 추적기를 사용할 경우 더 높은 자유도를 가짐을 보였다.

• 한국강구조학회 논문집
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• 제18권6호
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• pp.727-735
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• 2006

본 논문에서는 선행논문(김 등, 2005)을 확장하여 다절점 케이블요소를 포함하는 보-기둥 요소의 기하학적 비선형성에 대해서 논의하기로 한다. 먼저 이를 위해서Hermitial 다항식을 형상함수로 채택하고 보-기둥요소의 2차 효과를 포함하는 접선강도행렬에 다절점 케이블-트러스 요소에 대한 접선강도 행렬을 추가하여 전체좌표계에 대한 접선강도행렬을 구성하고 하중증분법에 의한 유한요소 해석과정을 제시한다. 이렇게 새로이 개발된 다절점 케이블-트러스 요소를 포함하는 뼈대 구조물의 기하학적 비선형성과 그 타당성을 검증하기 위하여 IPS(Innovative Prestressed Support) 시스템의 기하학적 비선형 해석을 실시하고 이의 결과를 선형탄성해석의 결과와 비교한다.

• 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.

• 한국산학기술학회논문지
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• 제17권2호
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• pp.164-170
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• 2016

초기 도시철도는 수송수단으로서의 역할만 요구되었으나 지하 승강장에 체류하는 시간이 길어짐에 따라 하나의 생활 공간으로 환경개선이라는 문제에 직면하게 되었다. 이에 따라 스크린 도어의 근간이 되는 슬라이딩 자동문은 고객의 편의와 출입을 통제하는 방법의 편리성을 이유로 대형 유통매장, 병원, 음식점, 관공서 등에 광범위하게 사용되고 있다. 이에 따라 스크린 도어는 승객의 편의와 안전 확보, 쾌적한 역사 조성 및 에너지 절약을 목적으로 필요할 뿐만 아니라, 요소부품의 설계 및 신뢰성 확보를 통한 스크린 도어 시스템 최적설계기술개발이 필요하게 되었다. 따라서 본 논문에서는 지하철 안전에 필요한 스크린 도어의 모터에 대한 설계 구동 강성을 검증하기 위해 구성 부품의 이론적 하중을 계산하고 해석 하였으며, 실험을 통해 검증하였다.