• 한국언어정보학회지:언어와정보
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• 제9권1호
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• pp.69-92
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• 2005

Pattern recognition in cognitive agents is based on (i) the uninterpreted input data (e.g. parameter values) provided by the agent's hardware devices and (ii) and interpreted patterns (e.g. templates) provided by the agent's memory. Computationally, the task consists in finding the memory data corresponding best to the input data, for any given input. Once the best fitting memory data have been found, the input is recognized by applying to it the interpretation which happens to be stored with the memorized pattern. This paper presents a fast converging procedure which starts from a few initially recognized items and then analyzes the remainder of the input by systematically checking for items shown by memory to have been related to the initial items in previous encounters. In this way, known patterns are tried first, and only when they have been exhausted, an elementary exploration of the input is commenced. Efficiency is improved further by choosing the candidate to be tested next according to frequency.

• 대한원격탐사학회지
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• 제26권6호
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• pp.681-691
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• 2010

LiDAR waveform decomposition plays an important role in LiDAR data processing since the resulting decomposed components are assumed to represent reflection surfaces within waveform footprints and the decomposition results ultimately affect the interpretation of LiDAR waveform data. Decomposing the waveform into a mixture of Gaussians involves two related problems; 1) determining the number of Gaussian components in the waveform, and 2) estimating the parameters of each Gaussian component of the mixture. Previous studies estimated the number of components in the mixture before the parameter optimization step, and it tended to suggest a larger number of components than is required due to the inherent noise embedded in the waveform data. In order to tackle these issues, a new LiDAR waveform decomposition algorithm based on the sequential approach has been proposed in this study and applied to the ICESat waveform data. Experimental results indicated that the proposed algorithm utilized a smaller number of components to decompose waveforms, while resulting IMP value is higher than the GLA14 products.

• 대한건축학회논문집:계획계
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• 제33권12호
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• pp.29-39
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• 2017

The building skins are important architectural elements in both functional and aesthetical aspects. This study focuses on developing a responsive facade with autonomous opening and closing behaviors in accordance with environmental conditions and user requirements for natural ventilation for the office building. The pneumatic ETFE panels are applied as the skin materials taking advantage of the efficiency of the inflatable skin of lightness, architectural performance and sustainable material properties. The biomimetic design methodology is taken for its innovative and visionary concept for the facade design. The interpretation of the building facade in analogy to natural organisms delivers functional and aesthetic characters. By exploring the structural movements of the plant pores, the facade control is developed to be autonomous by the parameter values. The facade opening and closing configurations are derived through parametric modeling and visualization programming. Through the application of this study, expected results are to improve user comfort and energy efficiency.

• 한국지반공학회논문집
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• 제19권1호
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• pp.151-161
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• 2003

본 연구에서는 콘 선단부 주변의 정규압밀점토 요소의 응력 경로가 삼축압축시험의 응력 경로와 같고 흙 요소를 탄성-완전 소성 재료로 가정하여, 콘 관입에 따른 과잉간극수압의 두 요소를 포함한 응력 상태를 평가할 수 있는 방법을 제안하였다. 제안된 방법은 루이지애나 주립대학교 모형 토조에서 수행된 소형 피에조 콘 시험결과에 적용하였다. 해석결과에 의하면, 제안된 방법에 의해 산정된 $\Delta{u}_{oct}$/ $\Delta{u}$ and $\Delta{u}_{shear}$/$\Delta{u}$ 는 오직 간극수압계수의 함수인 것으로 나타났다. 또한, 기존의 이론해에서는 비배수 전단강도, 강성지수와 같은 흙의 물성치 산정의 정확성에 따라 좌우되는 반면에 제안된 방법은 간극수압계수에 따른 일관된 결과를 주며 기존의 연구결과와도 일치하는 것으로 나타났다.

• 지구물리와물리탐사
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• 제9권4호
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• pp.299-303
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• 2006

지질잡음, 특히 이들이 천부에 위치할 경우 물리탐사자료의 해석에 상당한 문제가 된다. 따라서 이들 지질잡음을 효과적으로 억제해야만 조사지역내의 주된 이상체를 정확하게 탐지해 낼 수 있다. 물리탐사자료의 역산에서 천부에 존재하는 물성대비가 크지 않은 소규모 이상체는 지질잡음의 하나로 생각할 수 있다. 현재 물리탐사 자료의 역산에는 평활화 제한 최소자승법이 널리 사용되고 있다. 이 방법은 물성대비가 큰 모델변수에는 강한 제한을 가하고, 작은 모델변수에는 약한 제한을 가한다. 따라서 천부에 존재하는 소규모 이상체(지질잡음)를 제거하는 데는 한계가 있다. 본 연구에서는 큰 모델변수에는 작은 제한을, 작은 모델변수에는 강한 제한을 가하는 새로운 MTE 역산법을 개발하였으며, 이 방법은 천부의 소규모 이상체의 억제에 효과적이다. 개발된 역산 방법을 소형루프 전자탐사자료의 2.5차원 역산에 적용한 결과 천부의 소규모 이상체를 효과적으로 억제하고 주 대상체를 보다 선명하게 나타내는 영상을 얻을 수 있었다.

• 지구물리와물리탐사
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• 제11권4호
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• pp.326-334
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• 2008

전기비저항 탐사법은 지하 천부의 전기비저항 영상화에 널리 사용되어 왔으며, 최근 신속한 자동측정이 가능해짐에 따라 모니터링이 용이하게 되었다. 이 연구에서는 전기비저항 모니터링 자료의 해석을 위한 시간경과 역산법을 개발하였다. 개발된 역산법은 기준모델에 비하여 변화가 큰 모델변수에는 약한 제한을, 변화가 미미한 모델변수에는 강한 제한을 가하는 방법이다. 수치시험을 통하여 시간경과 역산 영상은 시간적으로 변화한 영역을 보다 정확하고 뚜렷하게 영상화함을 확인하였다. 또한 저수지 누수문제에 개발된 시간경과 역산법을 적용하여 누수구간을 탐지할 수 있었으며, 이 누수구간은 측정 기간내에 크게 변화하지 않았음을 확인할 수 있었다.

• 콘크리트학회논문집
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• 제21권6호
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• pp.781-788
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• 2009

강-콘크리트 계면의 성질을 대표하는 부착강도, 부착 및 비부착 마찰계수, 부착 및 비부착 마찰계수의 연화영역에서 잔류량의 크기, 모드 I 파괴에너지, 부착 및 비부착 모드 II 파괴에너지, 파괴포락선의 형상계수를 포함한 총 9개 계면상수의 값을 계면거동실험결과와 파괴포락선의 기하학적 형상 및 구성모델을 이용하는 민감도 해석을 통해 결정하였다. 계면의 거동이 계면의 부착상태뿐만 아니라 계면법선방향 응력의 방향과 크기에 따라 매우 민감하게 작용하므로 계면상수 값의 결정에서는 이러한 구속압의 크기와 부착 및 비부착 계면조건을 고려하였다. 강재판 사이에 콘크리트가 타설된 강-콘크리트 계면실험체의 거동해석을 위한 계면유한요소해석을 결정된 계면상수를 적용하여 수행하였으며 실험결과와의 비교를 통해 상수값의 적정성을 검토하였다.

• 대한원격탐사학회지
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• 제25권6호
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• pp.547-557
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• 2009

LIDAR (LIght Detection And Ranging) is an active remote sensing technology which provides 3D coordinates of the Earth's surface by performing range measurements from the sensor. Early small footprint LIDAR systems recorded multiple discrete returns from the back-scattered energy. Recent advances in LIDAR hardware now make it possible to record full digital waveforms of the returned energy. LIDAR waveform decomposition involves separating the return waveform into a mixture of components which are then used to characterize the original data. The most common statistical mixture model used for this process is the Gaussian mixture. Waveform decomposition plays an important role in LIDAR waveform processing, since the resulting components are expected to represent reflection surfaces within waveform footprints. Hence the decomposition results ultimately affect the interpretation of LIDAR waveform data. Computational requirements in the waveform decomposition process result from two factors; (1) estimation of the number of components in a mixture and the resulting parameter estimates, which are inter-related and cannot be solved separately, and (2) parameter optimization does not have a closed form solution, and thus needs to be solved iteratively. The current state-of-the-art airborne LIDAR system acquires more than 50,000 waveforms per second, so decomposing the enormous number of waveforms is challenging using traditional single processor architecture. To tackle this issue, four parallel LIDAR waveform decomposition algorithms with different work load balancing schemes - (1) no weighting, (2) a decomposition results-based linear weighting, (3) a decomposition results-based squared weighting, and (4) a decomposition time-based linear weighting - were developed and tested with varying number of processors (8-256). The results were compared in terms of efficiency. Overall, the decomposition time-based linear weighting work load balancing approach yielded the best performance among four approaches.

• Coupled systems mechanics
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• 제11권1호
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• pp.55-78
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• 2022

The main aim of this paper is the identification of the model parameters for the constitutive model of concrete and concrete-like materials capable of representing full set of 3D failure mechanisms under various stress states. Identification procedure is performed taking into account multi-scale character of concrete as a structural material. In that sense, macro-scale model is used as a model on which the identification procedure is based, while multi-scale model which assume strong coupling between coarse and fine scale is used for numerical simulation of experimental results. Since concrete possess a few clearly distinguished phases in process of deformation until failure, macro-scale model contains practically all important ingredients to include both bulk dissipation and surface dissipation. On the other side, multi-scale model consisted of an assembly micro-scale elements perfectly fitted into macro-scale elements domain describes localized failure through the implementation of embedded strong discontinuity. This corresponds to surface dissipation in macro-scale model which is described by practically the same approach. Identification procedure is divided into three completely separate stages to utilize the fact that all material parameters of macro-scale model have clear physical interpretation. In this way, computational cost is significantly reduced as solving three simpler identification steps in a batch form is much more efficient than the dealing with the full-scale problem. Since complexity of identification procedure primarily depends on the choice of either experimental or numerical setup, several numerical examples capable of representing both homogeneous and heterogeneous stress state are performed to illustrate performance of the proposed methodology.

• Wind and Structures
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• 제6권6호
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• pp.485-498
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• 2003

This paper presents a mechanical model of Rain-Wind Induced Vibration (RWIV) of stay cables. It is based on the physical interpretation of the phenomenon as given in Cosentino, et al. (2003, referred as Part I). The model takes into account all the main forces acting on cable, on the upper water rivulet (responsible of the excitation) and the cable-rivulet interaction. It is a simplified (cable cross-sectional and deterministic) representation of the actual (stochastic and three-dimensional) phenomenon. The cable is represented by its cross section and it is subjected to mechanical and aerodynamic (considering the rivulet influence) forces. The rivulet is supposed to oscillate along the cable circumference and it is subjected to inertial and gravity forces, pressure gradients and air-water-cable frictions. The model parameters are calibrated by fitting with experimental results. In order to validate the proposed model and its physical basis, different conditions (wind speed and direction, cable frequency, etc.) have been numerically investigated. The results, which are in very good agreement with the RWIV field observations, confirm the validity of the method and its engineering applicability (to evaluate the RWIV sensitivity of new stays or to retrofit the existing ones). Nevertheless, the practical use of the model probably requires a more accurate calibration of some parameters through new and specifically oriented wind tunnel tests.