• 한국건설관리학회논문집
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• 제22권3호
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• pp.40-51
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• 2021

실내 도면 획득을 위해 실내 형상정보를 습득할 수 있는 MLS (Mobile Laser Scanning)가 건설업에서 주목받고 있다. MLS의 특성상 스캐닝 중 LiDAR (Light Detection and Ranging)의 움직임을 발생하며, 이로 인해 습득된 포인트가 왜곡되는 skew가 발생한다. 이러한 skew를 보정하고 정확한 형상정보를 획득하기 위해 관성측정장치를 활용한 de-skewing 기법에 관한 연구가 진행되고 있다. 하지만, 해당 연구들은 관성측정장치를 활용하기 어려운 환경에서 사용하기 어려운 한계점이 있다. 이에 본 연구에서는 MLS로 습득한 실내 2차원 PCD (Point Cloud Data)를 대상으로 관성측정장치를 사용하지 않은 de-skewing 기법을 제시하였다. 해당 알고리즘은 인접한 스캔 지점의 포인트 간의 스캔 매칭을 통해 skew를 보정하였다. TLS (Terrestrial Laser Scanning)로 습득한 기준 데이터와 본 알고리즘을 통해 de-skewing을 진행한 데이터를 비교하여 검증하였으며, 모든 조건에서 면적 오차를 평균 49.82% 감소하여 본 알고리즘을 통해 관성측정장치 없이 정확한 실내 도면 도출이 가능함을 보였다.

• 한국통신학회논문지
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• 제24권6B호
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• pp.997-1003
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• 1999

다양한 멀티미디어 객체간의 시간 관계를 유연하게 서술할 수 있고, 미디어내의 시간 차이를 나타내는 지터와 미디어간의 시간 차이를 나타내는 스큐에 대한 서비스 품질 요구사항을 반영한 동기화 모델이 요구된다. 따라서 본 논문에서는 만족스런 서비스 품질을 제공하는 페트리 네트 기반의 멀티미디어 동기화 모델을 제안한다. 제안한 모델은 실시간 특징을 나타내는 데이터의 서비스 품질을 보장할 수 있는 최대 허용 지터 값과 최대 허용 스큐 값을 적용하였다. 본 논문에서는 페트리네트를 확장하여 분산환경에서 표현할 수 있는 새로운 동기화 규격 모델을 제안하고 제안한 모델의 검증을 위하여 페트리 네트의 두가지 분석방법에 의해 증명을 하였다. 그리고 기존의 모델과 비교하여 성능이 우수함을 보인다. 제안한 모델은 고품질 서비스의 보장을 요구하는 시스템에 적합한 모델이 된다.

• 정보처리학회논문지D
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• 제11D권2호
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• pp.281-292
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• 2004

공간 질의에 대한 선택율 추정은 가장 효율적인 실행 계획을 찾는데 이용되는 매우 중요한 과정이다. 공간 도메인이 큰 경우, 기존 연구의 요약정보는 상대적으로 적은 정보로 선택율을 추정하기 때문에 좋은 선택율을 유지하기 어렵다. 따라서, 이 논문에서는 작은 저장공간에 공간요약정보를 압축하는 새로운 기법인 MW 히스토그램을 제안한다. 이 히스토그램은 MinSkew 분할 알고리즘과 웨이블릿 변환이 결합되어 적은 저장공간에서도 타당한 선택율과 압축효과를 얻을 수 있고, 동적 갱신에 대해 효율적으로 대처할 수 있는 구조를 가진다. 실험 결과를 통하여, 버켓 수가 0.3M/6인 MW 히스토그램이 5%-20% 질의에서 평균적으로 좋은 성능을 보이고 있어, MW 히스토그램이 적은 저장공간에서 더 좋은 선택율을 얻을 수 있음을 확인시켜주었다.

• Structural Engineering and Mechanics
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• 제77권1호
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• pp.115-135
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• 2021

This paper focuses on examining the effects of span arrangements on displacement responses of plan-symmetric RC frame buildings designed using the direct displacement-based design (DDBD) method by employing non-linear analyses and the skew seismic attack. In order to show the desired performance of DDBD design approach, the force-based design approach is also used to examine the seismic performance of the selected structures. To realize this objective, 8-story buildings with different plans are selected. In addition, the dynamic behavior of the structures is evaluated by selecting 3, 7, and 12-story buildings. In order to perform non-linear analyses, OpenSees software is used for modeling buildings. Results of an experimental model are used to validate the analytical model implemented in OpenSees. The results of non-linear static and non-linear dynamic analyses indicate that changing span arrangements does not affect estimating the responses of structures designed using the DDBD approach, and the results are more or less the same. Next, in order to apply the earthquake in non-principle directions, DDBD structures, designed for one-way performance, are designed again for two-way performance. Time history analyses are performed under a set of artificial acceleration pairs, applied to structures at different angles. It is found that the mean maximum responses of earthquakes at all angles have very good agreement with the design-acceptable limits, while the response of buildings along the height direction has a relatively acceptable and uniform distribution. Meanwhile, changes in the span arrangements did not have a significant effect on displacement responses.

• Structural Engineering and Mechanics
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• 제90권3호
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• pp.219-232
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• 2024

In current study, for the first time, Nonlinear Bending of a skew microplate made of a laminated composite strengthened with graphene nanosheets is investigated. A mixture of mechanical and thermal stresses is applied to the plate, and the reaction is analyzed using the First Shear Deformation Theory (FSDT). Since different percentages of graphene sheets are included in the multilayer structure of the composite, the characteristics of the composite are functionally graded throughout its thickness. Halpin-Tsai models are used to characterize mechanical qualities, whereas Schapery models are used to characterize thermal properties. The microplate's non-linear strain is first calculated by calculating the plate shear deformation and using the Green-Lagrange tensor and von Karman assumptions. Then the elements of the Couple and Cauchy stress tensors using the Modified Coupled Stress Theory (MCST) are derived. Next, using the Hamilton Principle, the microplate's governing equations and associated boundary conditions are calculated. The nonlinear differential equations are linearized by utilizing auxiliary variables in the nonlinear solution by applying the Frechet approach. The linearized equations are rectified via an iterative loop to precisely solve the problem. For this, the Differential Quadrature Method (DQM) is utilized, and the outcomes are shown for the basic support boundary condition. To ascertain the maximum values of microplate deflection for a range of circumstances-such as skew angles, volume fractions, configurations, temperatures, and length scales-a parametric analysis is carried out. To shed light on how the microplate behaves in these various circumstances, the resulting results are analyzed.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 1999년도 하계종합학술대회 논문집
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• pp.733-736
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• 1999

In this Paper, Bit selectable and Bi-directional Interface Port is described, which can communicate data with the peripheral devices. Specially A description of the asynchronous design method is given to remove the clock skew phenomenon and the output asynchronous control method which finds the optimal clock and controls all the enable signal of the output pins at the same time is presented. Using this technique interface ports have delay time of less-than 0.5㎱.

• Korean Journal of Mathematics
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• 제31권3호
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• pp.295-303
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• 2023

This paper introduces a novel method for obtaining umbrella matrices, which are defined as orthogonal matrices with row sums of one, using skew-symmetric matrices and Cayley's Formula. This method is presented for the first time in this paper. We also investigate the kinematic properties and applications of umbrella matrices, demonstrating their usefulness as a tool in geometry and kinematics. Our findings provide new insights into the connections between matrix theory and geometric applications.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2004년도 ICCAS
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• pp.1679-1684
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• 2004

This paper introduces a novel approach that can provide the three dimensional information on the movement of a spreader by using two CCD cameras and a laser distance sensor, which enables an ALS (Automatic Landing System) to be used for yard cranes at a harbor. So far a kind of 2D Laser scanner sensor or laser distance measuring units are used as corner detectors for the geometrical matching between the spreader and a container, which provides only 2D information which is not enough for an accurate and fast ALS system required presently. In addition to this deficiency in performance, the price for the system is too high to be adopted widely for the ALS. Therefore, to overcome these defects, a novel method to acquire the three dimensional information for the movement of a spreader including skew and sway angles is proposed using two CCD cameras and a laser distance sensor. To show the efficiency of proposed algorithm, real experiments are performed to show the accuracy improvement in distance measurement by fusing the sensory information of CCD camera and laser distance sensor.

• 한국산학기술학회논문지
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• 제13권3호
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• pp.1352-1358
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• 2012

본 연구에서는 층간 분리된 복합소재 구조의 동적 해석을 고차항 이론에 근간하여 수행하였다. 2차원 유한요소 정식화에서 층간분리영역 경계에서의 변위를 일치시키기 위한 변환기법을 적용하였다. 불안정 영역의 경계는 Bolotin의 이론을 적용하여 산정하였다. 경사판에 대한 해석 결과는 기존 문헌 결과와 잘 일치하였다. 복합소재 적층구조에 대한 새로운 해석 결과들은 다양한 기하학적 영향과의 상호거동 관계를 보여준다.

• KCI Concrete Journal
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• 제12권2호
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• pp.55-72
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• 2000

This paper proposes a mechanical model to describe the load-deformation responses of the reinforced concrete plate members under service load state. An Analytical method is introduced on the basis of the rotating crack model which considers equilibrium, compatibility conditions, load-strain relationship of cracked member, and constitutive law for materials. The tension stiffening effect in reinforced concrete structures is taken into account by the average tensile stress-strain relationship from the load-strain relationship for the cracked member and the constitutive law for material. The strain compatibility is used to find out the crack direction because the crack direction is an unknown variable in the equilibrium and compatibility conditions. The proposed theory is verified by the numerous experimental data such as the crack direction, moment-steel strain relationship, moment-crack width relationship. The present paper can provide some basis for the provision of the definition of serviceability for plate structures of which reinforcements are deviated from the principal stresses, because the present code defines the serviceability by the deflection, crack control, vibration and fatigue basically for the skeletal members. The proposed theory is applicable to predict the service load state behavior of a variety of reinforced concrete plate structures such as skew slab bridges, the deck of skew girder bridges.