• Journal of the Computational Structural Engineering Institute of Korea
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• v.12 no.3
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• pp.363-370
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• 1999

This study presented an modeling method for the connections in mixed structure with reinforced concrete columns and steel beam using finite element method. The contacting surfaces between concrete and steel are modeled using master-slave contact algorithm and the incompatible mode elements were used in the steel tube subjected to bending. The characteristics of mixed structure was that diaphragm was used for transferring force from beam to column. The three dimensional nonlinear analysis was performed and the analytical results compared with experimental results in order to prove modeling method.

• The Transactions of the Korea Information Processing Society
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• v.5 no.7
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• pp.1691-1716
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• 1998

본 논문에서는 계층적 블록매칭 알고리즘(HBMA)을 위한 두 가지 병렬 VLSI 아키텍쳐를 제안한다. HBMA는 계층에 따른 반복수행과 공간 인터폴레이션을 기반으로 수행되며, 이러한 수행 특성은 병렬처리의 장애요소인 데이터 종속성을 내재하고 있다. 제안된 아키텍쳐는 HBMA의 계층간 데이터 종속성을 해결하기 위하여 기본적으로 파이프라인 구조를 채택하고 있으며, HBMA에서 주어진 매개변수에 따라 세 단계의 스테이지로 구성된다. 제안된 아키텍쳐는 입력 프레임 데이터의 흐름을 제어하는 방식에 따라 두 가지 종류로 구분된다. U-Architecture는 단방향 스캔 순서를 따르도록 설계되었으며, B-Architecture는 양방향 스캔 수서를 따르도록 설계되었다. 각 아키텍쳐의 내부 메모리와 인터폴레이션 모듈은 해당 스캔 순서에 따라 동기적으로 동작할 수 있는 구조를 가진다. 성능분석의 결과로서 본 논문에서 제안한 두 가지 아키텍쳐가 모두 방송용 비디오 포맷을 실시간으로 처리할 수 있음을 보이고, HDTV 포맷은 가까운 장래의 VLSI 기술로 실시간 성능을 얻을 수 있음을 보였다. 또한, B-Architecture는 공간 연결성 내부 메모리 구조를 채택함으로써 입력 데이터의 재활용도를 높이고, 이에 따라 Q-Architecture에 비해서 데이터 입출력 핀의 개수를 약 반정도 줄일 수 있는 특성을 보이고 있다.

• Annual Conference on Human and Language Technology
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• 2023.10a
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• pp.474-478
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• 2023

논증 마이닝이란 비정형의 텍스트 데이터에서 논증 구조와 그 요소들을 식별, 분석, 추출하는 자연어 처리의 한 분야다. 논증 마이닝의 하위 작업인 주장-증거 쌍 추출은 주어진 문서에서 자동으로 주장과 증거 쌍을 추출하는 작업이다. 본 논문에서는 효과적인 주장-증거 쌍 추출을 위해, 문서 단위의 문맥 정보를 이용하고 주장과 증거 간의 종속성을 반영하기 위한 계층적 LAN 방법을 제안한다. 실험을 통해 서로의 정보를 활용하는 종속적인 구조가 독립적인 구조보다 우수함을 입증하였으며, 최종 제안 모델은 Macro F1을 기준으로 13.5%의 성능 향상을 보였다.

• Journal of the Korean Society for Advanced Composite Structures
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• v.2 no.4
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• pp.35-43
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• 2011

This study examined the structural behaviors of foam insulated concrete sandwich panels subjected to uniform pressure. Finite element models were used to simulate the detailed shear resistance of connectors and the nonlinear behaviors of concrete, foam and rebar components. The models were then validated using data from static tests performed at the University of Missouri. Both composite and non-composite action had a significant effect on the response of the foam insulated concrete sandwich panels, indicating that the simulated shear tie resistance should indeed be incorporated in numerical analyses. The modeling approach used here conveniently simulated the structural behaviors during all loading stages (elastic, yielding, ultimate and post-failure) and was compatible with the American Concrete Institute (ACI) Code and existing design practices. The results of this study will therefore provide useful guidelines for the analysis and design of foam insulated sandwich panels under both static and dynamic loadings.

• Proceedings of the Korea Concrete Institute Conference
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• 2000.10b
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• pp.1037-1042
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• 2000

• Proceedings of the Korea Concrete Institute Conference
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• 2000.10b
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• pp.1043-1048
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• 2000

• Computational Structural Engineering
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• v.5 no.3
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• pp.127-137
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• 1992

A method for nonstationary response analysis of an offshore guyed tower subjected to earthquake loading is presented. The nonstationarity of the earthquake excitation is modeled by imposing a time varying envelope function onto a stationary random model. By taking the envelope function and the auto-correlation function of ground acceleration in terms of complex exponential functions of time, an analytical procedure is developed for computing time varying variances of the tower response. Example analysis indicates that the maximum responses estimated by considering nonstationary effect properly are significantly less than those obtained by the conventional frequency domain analysis method based upon the stationary assumption.

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.11 no.5
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• pp.38-45
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• 2012

Finding shortest paths on time dependent networks is an important task for scheduling and routing plan and real-time navigation system in ITS. In this research, one-to-one time dependent shortest path algorithms based on link flow speeds on urban networks are proposed. For this work, first we select three general shortest path algorithms such as Graph growth algorithm with two queues, Dijkstra's algorithm with approximate buckets and Dijkstra's algorithm with double buckets. These algorithms were developed to compute shortest distance paths from one node to all nodes in a network and have proven to be fast and efficient algorithms in real networks. These algorithms are extended to compute a time dependent shortest path from an origin node to a destination node in real urban networks. Three extended algorithms are implemented on a data set from real urban networks to test and evaluate three algorithms. A data set consists of 4 urban street networks for Anaheim, CA, Baltimore, MD, Chicago, IL, and Philadelphia, PA. Based on the computational results, among the three algorithms for TDSP, the extended Dijkstra's algorithm with double buckets is recommended to solve one-to-one time dependent shortest path for urban street networks.

• Journal of Korean Society of Archives and Records Management
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• v.15 no.3
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• pp.55-86
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• 2015

This paper aims to interrogate the layered and dependent structure of the modern and official document management in Korea and Japan from 1894 to 1910. The focus of its study is on documents related with the strategic infrastructure construction in Jeonbuk Province through an analysis from the perspective of historic archival studies. For this study, the chosen period was when Japanese imperialists were on their way to seize the Korean official archival system. As such, our objects are the documents connected with the institution of the Japanese resident-general system in Korea and its infrastructural constructions as part of Japan's war plans of invading the continent. Among others, we examined the documents of the strategic infrastructure construction around Jeonju in Jeonbuk Province by Imperial Japan, in order to wage the Sino-Japanese War and subdue the Donghak Peasant Revolution. More specifically, we illuminate the sources and organization of the approval of the original documents in a higher level that is relevant to the determination of political, financial, and personnel matters, which were designed for the Japanese governmental rule over Korea from the era of the Gabo Reform to the period of the Japanese resident-generals, as well as analyze the actual states of the official documents ina lower level, which were drawn up by Korean government and the resident-general. Consequently, this paper suggests that official Korean archival system at this time must be understood under the context of a layered and dependent structure within the vertical connections between Korea and Japan, and not from the point of view of a national history.

• The Korean Journal of Applied Statistics
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• v.12 no.2
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• pp.491-503
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• 1999

시계열자료에는 흔히 대부분의 자료에서 벗어나는 이상치들이 포함되어 있는데, 이러한 자료는 관측치들 사이의 종속구조로 인해 분석과정에 영향을 끼칠 수 있고, 특히 연속시점에서 발생하는 경우에 그 영향이 매우 심각할 수 있다. 본 논문에서는 연속이상치(PO)가 Winters 계절지수모형의 분석과정에 미치는 영향을 유도하고, 예측 평균제곱오차(MSFE)를 구하여 연속이상치가 예측에 미치는 영향을 제시하였다. 또한, 실제자료를 이용하여 연속이상치의 영향을 실증적으로 분석하였다.