• 전자공학회논문지CI
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• 제39권5호
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• pp.45-55
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• 2002

본 논문에서는 GPS를 사용하여 위치와 자세 트래킹 정보를 이용하는 옥외용 증강현실 시스템을 구현하였다. 본 시스템은 이동 운용국과 지상 운용국으로 구성하였고, 이동 운용국은 실시간 영상 획득 장치, GPS 트래킹 장치와 무선 데이터 송수신기로 구성하였다. 지상 운용국은 무선 송수신기, 가상 영상 발생 장치와 영상 합성 장치로 구성하였다. 영상 획득 장치가 부착된 이동 운용국의 위치와 자세를 측정하는 GPS 트래킹 장치는 TANS Vector와 RT-20으로 DGPS을 이용하도록 설계하였고, 무선 데이터 송수신기는 이동 운용국과 지상 운용국간의 데이터 전송을 위하여 이용하였다. 차량과 헬리콥터에 구현한 시스템을 장착하여 평가한 결과 건축 시뮬레이션과 방송, 여행지 안내, 무인정찰기, 유${\cdot}$무인 항공기에서의 항법 지원과 능동적인 정보수집, 재해 관찰 등과 같은 분야에 적용할 수 있음을 알 수 있었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.736-742
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• 2010

This study was conducted to characterize on the relationships of rainfall intensity and infiltration rate of rainfall dependent on unit weight change in the gneissic weathered soil by a column test equipment. In this study, volumetric water content and pore water pressure were measured using TDR sensors and tensiometers at regular time intervals. Rainfall conditions including continuous rainfall and repeated rainfall were selected in order to know the effect of antecedent rainfall. In the condition of rainfall intensity 20mm/h and the unit weights of soil as $1.35g/cm^3$, $1.55g/cm^3$ and $1.61g/cm^3$, average rainfall infiltration rate was $2.814{\times}10^{-3}cm/sec$, $1.969{\times}10^{-3}cm/sec$ and $1.252{\times}10^{-3}cm/sec$ respectively. The higher rainfall intensity and lower unit weight of soil, the faster average infiltration rate. Overflow in the column was happened except rainfall condition of rainfall intensity 20mm and soil unit weight $1.35g/cm^3$. Increasing the soil unit weight, overflowed water was increased and occurrence time was faster.

• 한국군사과학기술학회지
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• 제15권1호
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• pp.36-45
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• 2012

In this thesis, we propose an integrated simulation method of virtual tank simulators and an entity-based constructive simulation model for small unit tactical training. To do this, we first identify requirements for virtual-constructive integrated simulation in a synthetic environment. We then propose a virtual and constructive interoperation method where individual combat entities of virtual-constructive models are interacting with each others. We develop a method of aggregating individual combat entities into a larger combat unit and disaggregating an unit into entities from time to time. We also present a way of sharing synthetic environment information between the models. Finally, we suggest that for more effective interoperability, virtual and constructive models should be developed by using common combat object models. The proposed interoperation method can be extended to further live-virtual-constructive models.

• Structural Engineering and Mechanics
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• 제36권3호
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• pp.301-319
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• 2010

The paper seeks to explore some aspects of the current state of knowledge on progressive collapse in the technical literature covering blast loads and structural analysis procedure applicable to reinforced concrete (RC) buildings. The paper describes the progressive collapse analysis of a commercial RC building located in the city of Riyadh and subjected to different blast scenarios. A 3-D finite element model of the structure was created using LS-DYNA, which uses explicit time integration algorithms for solution. Blast loads were treated as dynamic pressure-time history curves applied to the exterior elements. The inherent shortcomings of notional member removal have been taken care of in the present paper by simulating the damage of structural elements through the use of solid elements with the provision of element erosion. Effects of erosion and cratering are studied for different scenarios of the blast.

• 대한전기학회논문지:전력기술부문A
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• 제55권9호
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• pp.365-375
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• 2006

This paper is presented by the application of parallel adaptive evolutionary algorithm(PAEA) to search an optimal solution of a thermal unit commitment problem. The adaptive evolutionary algorithm(AEA) takes the merits of both a genetic algorithm(GA) and an evolution strategy(ES) in an adaptive manner to use the global search capability of GA and the local search capability of ES. To reduce the execution time of AEA, the developed algorithm is implemented on an parallel computer which is composed of 16 processors. To handle the constraints efficiently and to apply to Parallel adaptive evolutionary algorithm(PAEA), the states of thermal unit are represented by means of real-valued strings that display continuous terms of on/off state of generating units and are involved in their minimum up and down time constraints. And the violation of other constraints are handled by repairing operator. The procedure is applied to the $10{\sim}100$ thermal unit systems, and the results show capabilities of the PAEA.

• 한국주거학회논문집
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• 제20권2호
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• pp.101-108
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• 2009

The purpose of this study is to develop basic data for the design of the housing space for unit that factors in the sentiment of the residents by using aesthetic elements and expression method to search for the ways to design housing space for differentiated unit. The results are as follows: First, aesthetic elements in the aesthetic element in the unit housing space for unit can be classified into basic elements and detailed elements. Second, it is possible to classify into distortion, mixing, superposition and juxtaposition methods. Third, use of the 'material' for 'wall' is recommended when designing differentiated housing space by using basic elements. At this time, expression using the method of 'mixing' is effective for inducing differentiation. In particular, elements that can perceive the difference in time are mixed, to add on slight differentiation. Fourth, 'illumination' and 'material' are used when designing differentiated housing space by using detailed elements. Fifth, preference degree of the expression method is manifested differently depending on the selected elements. Lastly, this study conducted a study on the preference level of the aesthetic elements and expression method targeting the experts alone to differentiate the design of the residential space for unit.

• 한국전산구조공학회논문집
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• 제23권6호
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• pp.703-714
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• 2010

This paper proposes an approach for staged finite element modeling with coupled seepage and stress analysis. The stage modeling is based on the predefined inter-relationship between the base model and the unit stage models. A unit stage constitutes a complete finite element model, of which the geometries and attributes are subject to changes from stage to stage. The seepage analysis precedes the mechanical stress analysis at every stage. Division of the wet and dry zone and the pore pressures are evaluated from the seepage analysis and used in determining input data for the stress analysis. The results of the stress analysis may also be associated with the pore water pressures. For consolidation analysis, the pore pressure and the displacement variables are mixed in a coupled matrix equation. The time marching solution produces the dissipation of excess pore pressure and variation of stresses with passage of time. For undrained analysis, the excess pore pressures are computed from the stress increment due to loading applied in the unit stage and are used in revising the hydraulic head. The solution results of a unit stage are inherited and accumulated to the subsequent stages through the relationship of the base model and the individual unit stages. Implementation of the proposed approach is outlined on the basis of the core procedures, and numerical examples are presented for demonstration of its application.

• Nuclear Engineering and Technology
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• 제50권8호
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• pp.1199-1209
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• 2018

After the Fukushima-Daiichi accident in 2011, the multi-unit risk, i.e., the risk due to several nuclear power plants (NPPs) in a site has become an important issue in several countries such as Korea, Canada, and China. However, the multi-unit risk has been discussed for a long time in the nuclear community before the Fukushima-Daiichi nuclear accident occurred. The regulatory authorities around the world and the international organizations had proposed requirements or guidelines to reduce the multi-unit risk. The concerns regarding the multi-unit risk can be summarized in the following three questions: How much the accident of an NPP in a site affects the safety of other NPPs in the same site? What is the total risk of a site with many NPPs? Will the risk of the simultaneous accidents at several NPPs in a site such as the Fukushima Daiichi accident be low enough? The multi-unit risk assessment (MURA) in an integrated framework is a practical approach to obtain the answers for the above questions. Even though there were few studies to assess the multi-unit risk before the Fukushima-Daiichi nuclear accident, there are still several issues to be resolved to perform the complete MURA. This article aims to provide an overview of the multi-unit risk issues and its assessment. We discuss the several critical issues in the current MURA to get useful insights regarding the multi-unit risk with the current state art of probabilistic safety assessment (PSA) technologies. Also, the qualitative answers for the above questions are addressed.

• 한국수자원학회논문집
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• 제56권11호
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• pp.785-799
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• 2023

본 연구에서는 차첨두 상수(Secondary Peak Constant, SPC)라는 개념을 새롭게 정의하고, 서울특별시 24개의 강우 관측소 내 분 단위와 차첨두 상수에 따른 독립 호우사상의 시간분포 특성을 파악했다. 먼저, 강우량은 2000년부터 2022년까지의 지상 관측값을 활용하여, 분 단위에 따라 독립 호우사상을 분리했다. 독립 호우사상의 시간분포 특성은 분 단위에 따라 도출하고, SPC를 통해 독립 호우사상의 첨두 강우에 대한 시간분포 특성을 파악했다. 마지막으로, 독립 호우사상 내 강우의 시간분포 특성은 분 단위와 SPC에 따라 다르게 나타나는 결과를 분석하고, 그 수준을 평가했다. 그 결과, 서울특별시 내 24개 강우 관측소의 분 단위가 작은 독립 호우사상은 총 강우량, 강우 지속기간, 강우강도의 크기가 크게 나타났다. 첨두 강우의 시간분포 특성은 독립 호우사상 내 가장 큰 첨두 강우(1^st Peak)가 전반적으로 Q4>Q2>Q3>Q1 순으로 나타나는 특성을 지녔다. 또한, 두 번째로 큰 첨두 강우는 독립 호우사상 내 1^st Peak가 발생한 위치를 중심으로 주로 발생하는 모습을 나타냈다. 마지막으로, 다중첨두를 가진 호우사상의 비율은 SPC에 따라 다르게 나타나지만, SPC가 0.7 이하인 조건에서는 대부분 50.0% 이상을 차지했다. 독립 호우사상 내 첨두 강우의 평균 개수는 전반적으로 1.5개에서 크게는 3.4개까지 계산되었다. 본 연구에서는 분 단위에 따라 변화하는 시간분포 특성을 파악하고, SPC를 활용하여 첨두 강우의 시간분포 특성을 정량화하였다. 이를 통해, 특정 지역에 대한 독립 호우사상의 시간분포 특성은 분 단위와 SPC에 따라 정량화하여 분석할 수 있을 것으로 나타난다.

• The Journal of the Acoustical Society of Korea
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• 제15권3E호
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• pp.13-18
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• 1996

A real-time identifier for the nonstationary time-varying signals and systems was implemented using a low cost DSP (digital signal processing) chip. The identifier is comprised of I/O units, a central processing unit, a control unit and its supporting software. In order t estimate the system accurately and to reduce quantization error during arithmetic operation, the firmware was programmed with 64-bit extended precision arithmetic. The performance of the identifier was verified by comparing with the simulation results. The implemented real-time identifier has negligible quantization errors and its real-time processing capability crresponds to 0.6kHz for the nonstationary AR (autoregressive) model with n=4 and m=1.