• 한국컴퓨터그래픽스학회논문지
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• 제23권5호
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• pp.57-66
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• 2017

본 연구는 물리 기반의 자동차 애니에이션 기술을 연구하였으며, 일반인도 손쉽게 차량 애니에이션을 제작할 수 있도록 직관적인 저작도구를 제안하였다. 사용자가 직접 차량의 이동 경로 및 속도를 지정하면, 이동 경로의 방향적 특성에 기반한 시뮬레이션 구간 분할과 피드백 기반 주행 경로 탐색 기법을 통해 기존 연구보다 빠르고 정확한 주행 시뮬레이션을 수행하도록 하였다. 결과적으로 차선 변경 및 추월을 포함한 단순 주행 애니메이션뿐만 아니라 기존 관련 연구에는 없었던 차량 충돌 애니메이션 또한 제작할 수 있다. 아울러 차체 모델을 실제 차량과 유사하게 설계하였기 때문에, 제동 시 차량이 미세하게 혼들리는 현상이나 추돌 시 차량이 찌그러지는 현상 등 실제에 가까운 차량의 웅직임을 묘사할 수 있다.

• 한국해양공학회지
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• 제23권1호
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• pp.74-80
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• 2009

In this study, the static and modal analyses to find the characteristic of eigenvalues for a towed cable were with a free boundary condition at the bottom end carried out with numerical study. The resulting numerical code with finite element method was used to study sample problems for a cable with towing speeds. After tracing the equilibrium state with a towing speed through the static analysis, modal analysis on the basis of static results was performed. The static top tension for a critical towing speed is nearly 50 percent of what it was for a free hanging pipe. From static analyses, it is found that towing speed has a noticeable effect on top tension of a towed pipe. At a high towing speed, differences between the first and second periods become larger. Compared to the fundamental period for a free hanging pipe, that for a towed pipe with a critical towing speed is approximately 1.4 times larger. This result is very important point in that the lock in condition and tension of the towed cable system with top excitation can be predicted. The corrected close form solution to solve natural periods for a towed cable was presented in this study. The code is validated by comparison of the results of theoretical and numerical studies. Two results were in very good agreement. This study can contribute to predicting the lock-in condition and tension for a towed cable or pipe with top excitation.

• 전자공학회논문지SC
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• 제45권3호
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• pp.1-11
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• 2008

본 논문은 모바일 단말기에 탑재된 카메라를 이용하여 정지영상을 획득할 때 발생할 수 있는 blur현상을 3축 가속도 센서를 이용하여 실시간 보정 할 수 있는 방법을 제안한다. Blur현상은 획득한 이미지에서 발생하는 번짐 효과이다. 소형의 모바일 단말기는 사용자의 미세한 손 떨림에도 크게 흔들릴 수 있기 때문에 blur현상이 크게 나타나며, 이를 적절하게 보정할 수 있는 알고리즘이 필요하다. 본 논문에선 3축 가속도센서를 진자운동에 적용하여 출력결과의 신뢰성을 확보하였고, blur현상을 Uniform 분포와 Gaussian 분포로 모델링하였다. 실험을 통하여 실제 blur 현상이 Non-Gaussian 형태로 모델링됨을 확인하였고, 이 blur모델의 역과정인 deblurring 특성함수를 설계하였다. 이 특성함수에 3축 가속도센서에서 발생하는 미세한 떨림 정보를 적용하여 실험 이미지를 deblurring한 결과, 이미지 blur현상을 적절하게 보정할 수 있었다.

• 전기학회논문지
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• 제66권4호
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• pp.629-635
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• 2017

Free-Flooded Ring (FFR) transducer array for use in Sonar system can be driven with large amplitude in a wide frequency band due to its structural characteristics, in which two resonances of a ring mode (1st radial mode) and an inner cavity vibration mode occur in a low frequency band. Since its sound wave generation characteristics are not influenced by the water pressure, the FFR transducer array is widely used in the deep sea. So FFR has been recognized as a low-frequency active sound source and has received much attention ever since. In order to utilize the FFR transducer array for SONAR systems in military and industrial applications, its equivalent electric circuit model is necessary especially to design the matching circuit between the driving power amplifier and the FFR transducer array. Thus this paper proposes the equivalent electric circuit model of FFR transducer array by using measured values of parameter, and suggest the improved method of parameter identification. Finally it verifies the effectiveness of the proposed circuit model of FFR transducer array by experimental measurements.

• Structural Engineering and Mechanics
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• 제60권5호
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• pp.809-828
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• 2016

In deep open pit mines, slope stability is very important. Particularly, increasing the depths increase the risks in mines having weak rock mass. Blasting operations in this type of open pits may have a negative impact on slope stability. Several or combination of methods can be used in order to enable better analysis in this type of deep open-pit mines. Numerical modeling is one of these options. Many complex problems can be integrated into numerical methods at the same time and analysis, solutions can be performed on a single model. Rock failure criterions and rock models are used in numerical modeling. Hoek-Brown and Mohr-Coulomb terms are the two most commonly used rock failure conditions. In this study, mine planning and discontinuity conditions of a lignite mine facing two big landslides previously, has been investigated. Moreover, the presence of some damage before starting the study was identified in surrounding structures. The primary research of this study is on slope study. In slope stability analysis, numerical modeling methods with Hoek-Brown and Mohr-Coulomb failure criterions were used separately. Preparing the input data to the numerical model, the outcomes of patented-blast vibration minimization method, developed by co-author was used. The analysis showed that, the model prepared by applying Hoek-Brown failure criterion, failed in the stage of 10. However, the model prepared by using Mohr-Coulomb failure criterion did not fail even in the stage 17. Examining the full research field, there has been ongoing production in this mine without any failure and damage to surface structures.

• Earthquakes and Structures
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• 제11권5호
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• pp.741-777
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• 2016

A simplified approach of assessing torsionally balanced (TB) and torsionally unbalanced (TU) low-medium rise buildings of up to 30 m in height is presented in this paper for regions of low-to-moderate seismicity. The Generalised Force Method of Analysis for TB buildings which is illustrated in the early part of the paper involves calculation of the deflection profile of the building in a 2D analysis in order that a capacity diagram can be constructed to intercept with the acceleration-displacement response spectrum diagram representing seismic actions. This approach of calculation on the planar model of a building which involves applying lateral forces to the building (waiving away the need of a dynamic analysis and yet obtaining similar results) has been adapted for determining the deflection behaviour of a TU building in the later part of the paper. Another key original contribution to knowledge is taking into account the strong dependence of the torsional response behaviour of the building on the periodic properties of the applied excitations in relation to the natural periods of vibration of the building. Many of the trends presented are not reflected in provisions of major codes of practices for the seismic design of buildings. The deflection behaviour of the building in response to displacement controlled (DC) excitations is in stark contrast to behaviour in acceleration controlled (AC), or velocity controlled (VC), conditions, and is much easier to generalise. Although DC conditions are rare with buildings not exceeding 30 m in height displacement estimates based on such conditions can be taken as upper bound estimates in order that a conservative prediction of the displacement profile at the edge of a TU building can be obtained conveniently by the use of a constant amplification factor to scale results from planar analysis.

• 한국터널지하공간학회 논문집
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• 제7권4호
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• pp.305-311
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• 2005

암반에 건설되는 대단면 터널에서 숏크리트의 부착강도는 암반탈락 방지와 발파진동에 의한 숏크리트 탈락방지에 매우 중요하다. 그럼에도 불구하고 숏크리트 부착강도는 압축강도에 비하여 설계 및 시공단계에서 중요한 요소로 고려되지 않았다. 따라서 본 연구의 목적은 숏크리트 부착강도가 대단면 암반 터널의 안정성에 미치는 영향을 분석하는 것이다. 먼저, Holmgren의 punch-loaded 시험조건을 모사한 수치해석 모델을 이용하여 다양한 부착강도에 대한 매개변수연구를 수행하였다. 그 결과, 숏크리트의 최대지지력은 숏크리트층과 블록간의 부착 강도와 선형 비례관계를 보임을 확인하였다. 또한, 숏크리트층과 굴착면에 부착강도를 고려하는 경우와 기존의 완전부착 조건에 대한 개별요소해석을 수행하여 숏크리트 부착강도의 영향을 검토하였다.

• Composites Research
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• 제13권6호
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• pp.47-54
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• 2000

복합재 구조물의 저속충격탐지 방법 중의 하나는 고분자 압전센서를 이용하는 것이다. 본 논문에서는 저속충격을 받는 복합재 평판에 대한 충격력과 부착된 스트레인 게이지, 고분자 압전센서 신호와의 관계를 유도하였다. 압전센서의 등가회로도를 통해서 고분자 압전센서의 개회로 신호와 폐회로 신호와의 관계를 유도하여 전하증폭기를 사용하지 않은 고분자 압전센서 신호를 이용하여 복합재 평판의 충격력 복원 가능성에 대한 연구로 확장하였다. 진동실험을 통하여 얻은 복합재 평판의 고유진동수와 감쇠비를 이용하여 해석적인 모델을 수정하여 정방향 문제와 역방향 문제에 있어서 오차를 줄일 수 있었다. 복원된 충격력과 해석적인 센서 신호는 실제 저속 충격 실험을 통하여 측정한 충격력, 스트레인 게이지 신호, 그리고 고분자 압전센서 신호와 잘 일치하였다.

• 대한기계학회논문집A
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• 제35권4호
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• pp.425-431
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• 2011

차량 제동시 디스크와 패드사이의 미끄럼 접촉에 의해 발생하는 마찰열은 재질의 열 탄성 변형을 일으키고, 이는 접촉면의 압력 분포에 영향을 끼친다. 이러한 열탄성 불안정성 (Thermo-Elastic Instability, TEI)은 디스크의 고유 진동모드와 결합되어 열섬 현상 및 열간 저더 진동을 발생시킨다. 본 연구에서는 상용 유한 요소 해석 프로그램인 SAMCEF 를 이용하여 자동차용 통풍식 디스크에 대한 3 차원 열간 저더 해석을 수행하였다. Staggered approach 에 의거한 중간 처리기를 이용하여 구조-동역학 해석 결과와 열 전달 해석 결과를 교환하였다. 디스크 표면에 열섬이 발생하는 것을 확인하였고, 이를 디스크 고유 진동 모드와 비교함으로써 모드 형상과 열섬 분포의 관계를 분석하였다.

• Smart Structures and Systems
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• 제21권5호
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• pp.705-713
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• 2018

High-speed rail (HSR) has been in operation and development in many countries worldwide. The explosive growth of HSR has posed great challenges for operation safety and ride comfort. Among various technological demands on high-speed trains, vibration is an inevitable problem caused by rail/wheel imperfections, vehicle dynamics, and aerodynamic instability. Ride comfort is a key factor in evaluating the operational performance of high-speed trains. In this study, online monitoring data have been acquired from an in-service high-speed train for condition assessment. The measured dynamic response signals at the floor level of a train cabin are processed by the Sperling operator, in which the ride comfort index sequence is used to identify the train's operation condition. In addition, a novel technique that incorporates salient features of Bayesian inference and time series analysis is proposed for outlier detection and change detection. The Bayesian forecasting approach enables the prediction of conditional probabilities. By integrating the Bayesian forecasting approach with time series analysis, one-step forecasting probability density functions (PDFs) can be obtained before proceeding to the next observation. The change detection is conducted by comparing the current model and the alternative model (whose mean value is shifted by a prescribed offset) to determine which one can well fit the actual observation. When the comparison results indicate that the alternative model performs better, then a potential change is detected. If the current observation is a potential outlier or change, Bayes factor and cumulative Bayes factor are derived for further identification. A significant change, if identified, implies that there is a great alteration in the train operation performance due to defects. In this study, two illustrative cases are provided to demonstrate the performance of the proposed method for condition assessment of high-speed trains.