• Annual Conference on Human and Language Technology
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• 2022.10a
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• pp.437-441
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• 2022

문맥 독립 주장 탐지는 논점에 대한 정보가 주어지지 않은 상황에서 문서 내부의 문장들 또는 단일 문장에 대한 주장을 탐지하는 작업이다. 본 논문에서는 GCN 계층을 통해 얻은 구조 정보와 사전 학습된 언어 모델을 통해 얻은 의미 정보를 활용하는 문맥 독립 주장 탐지 모델을 제안한다. 특히 문장의 전체 구조 정보를 나타내는 부모-자식 그래프와 문장의 특정 구조 정보를 나타내는 조부모-조손 그래프를 활용해 추가적인 구조 정보를 활용하여 주장 탐지 성능을 향상시켰다. 제안 모델은 IAM 데이터셋을 사용한 실험에서 기본 RoBERTa base 모델과 비교하여 최대 2.66%p의 성능 향상을 보였다.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.33 no.8
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• pp.99-104
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• 2005

The major role of a spacecraft structure is to keep and support the spacecraft safely in all the launch environment, on-orbit condition and during ground-transportation and handling. In a satellite development, a structural and thermal model (STM) is developed for two goals ; demonstration of a structural and a thermal stability. In the structure point of view, STM is used to verify the static/dynamic characteristics of structure in the initial stage of development. In this paper, the structure design/analysis of high resolution LEO earth observation satellite STM is described. Also, a low level sine vibration test is performed and compared to the results of finite element analysis.

• Journal of KIISE:Software and Applications
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• v.35 no.2
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• pp.128-136
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• 2008

Recognition of parallel structure at early stage of sentence parsing can reduce the complexity of parsing. In this paper, we propose an unsupervised language-independent probabilistic model for recongition of parallel noun structures. The proposed model is based on the idea of swapping constituents, which replies the properties of symmetry (two or more identical constituents are repeated) and of reversibility (the order of constituents is inter-changeable) in parallel structures. The non-symmetric patterns that cannot be captured by the general symmetry rule are resolved additionally by the modifier information. In particular this paper shows how the proposed model is applied to recognize Korean parallel noun phrases connected by "wa/kwa" particle. Our model is compared with other models including supervised models and performs better on recongition of parallel noun phrases.

• Journal of the Korea institute for structural maintenance and inspection
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• v.16 no.5
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• pp.121-128
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• 2012

In this paper, nonlinear analysis for reinforced concrete structure for power transmission line is performed by considering the characteristics of the failure, which are depend on loading conditions and concrete material models. On the numerical evaluation for the failure behavior, the finite element analysis is applied. For the concrete material model, microplane model based on concrete damage is introduced. However, to describe the crack bridging effect of long and short fiber of steel fiber reinforced concrete (SFRC), tensile softening model is suggested and applied for SFRC. An numerical results by finite element technique are compared with the experiment results for box culvert specimen. Comparing on the experimental and analytical results, validity and reliability of numerical analysis are investigated.

• Journal of Korean Society of Steel Construction
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• v.23 no.1
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• pp.113-124
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• 2011

This study concerned the interoperability between the structural-analysis model and the default detail model in steel structures available for the structural-design process based on BIM. The purpose of the study was to develop an interface module that can perform data conversion between the analysis and design applications and the BIM applications, through the dotnet frame work development environment using OpenAPI provided by the BIM application vendor. The direct-link method was applied for BIM interoperability. A basic-frame model for detail design and modeling was created from the structural-analysis model to verify if the application was developed. Finally, the proposed process was compared with the existing process to verify the efficiency of the former.

• Journal of KIISE:Databases
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• v.31 no.1
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• pp.48-60
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• 2004

XML documents consist of elements that are basic units of information. When the structure of XML documents is changed dynamically, we need to update structure information efficiently without changing the information of the index structure for fast retrieval. In this paper, we propose a dynamic indexing model scheme that updates the index structure in real time as the structure of XML documents is changed by insertion and deletion of elements. Our dynamic indexing model consists of a structure information representation method and a dynamic index structure. The structure information representation method supports various types of structure retrievals. Our dynamic index structure processes various structural queries efficiently. We show through various experiments that our method outperforms existing ones in processing various types of queries such as content based queries, structural queries and hybrid queries.

• Journal of KIISE:Software and Applications
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• v.30 no.1_2
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• pp.140-152
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• 2003

An XML document has a structure which may be irregular. It is difficult for end-users to comprehend the irregular document structure exactly. For these XML documents, an end-user has a difficulty in using structured query. Therefore, an end-user formulates no structured query or a query which has a little structure information. In this context, we propose new retrieval models which use the structured information for ranking and compensate the difference between user query structure and document structure. To ease with querying, we assume the independence among querying paths which represent structural constraints. Since this assumption makes degradation of the expression power of a query language, we also propose a model which overcome this problem. As there had been no test collections for XML documents, we made a small test collection from TIPSTER of the RTEC and experimented on this collection without a structured query, From this experiment, we showed that our models improve average precision about 67% over conventional Vector-Space model.

• Journal of the Korea institute for structural maintenance and inspection
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• v.8 no.2
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• pp.137-145
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• 2004

The paper provides a methodology of identifying a substructure model when sectional and material properties of the structure are not the a priori information. In defining a substructure model, it is required that structural responses be consistent with the actual behavior of the part of the structure. Substructure model is identified by estimating boundary spring constants and stiffness properties of the substructure. Static and modal system identification methods have been applied using responses measured at limited locations within the substructure. Simulation studies for static and dynamic responses have been carried. The results and associated problems are discussed in the paper. The procedure has been also applied to an actual multi-span plate-girder Gerber-type bridge with dynamic responses obtained from a moving truck test and construction blasting vibrations.

• Proceedings of the Korean Institute of Intelligent Systems Conference
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• 2005.11a
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• pp.467-470
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• 2005

퍼지모델은 주로 경험적 방법에 의해 추출되기 때문에 보다 구체적이고 체계적인 방법에 의한 동정 및 최적화 될 필요성이 요구된다. 따라서 본 논문에서는 퍼지 모델의 전반부 및 후반부의 구조 동정과 파라미터 동정에 있어서 최적의 구조 및 파라미터를 찾기 위해 유전자 알고리즘을 이용한다. 초기 퍼지 모델을 설계하기 위해 유전자 알고리즘을 이용하여 입력 변수의 수, 선택될 입력 변수, 멤버쉽함수의 수, 그리고 후반부 형태를 결정한다. 구축된 퍼지 모델은 유전자 알고리즘에 의해 세대를 거듭하면서 전반부 파라미터를 자동 동조함으로써 최적의 퍼지 모델을 설계한다. 또한 구조 동정 및 파라미터 동정을 동시에 시행함으로서 정보 입자 기반 퍼지 모델의 유전자적 최적화를 도모한다. 마지막으로 제안된 퍼지 모델은 표준 모델로서 널리 사용되는 수치적인 예를 통하여 평가한다.

• Computational Structural Engineering
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• v.11 no.4
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• pp.371-382
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• 1998

지난 수 십년 간 컴퓨터는 구조설계에 있어서 그 이용이 증가하고 있다. 구조설계를 위한 컴퓨터 시스템을 개발하기 위해서는 먼저 구조설계에 관련된 정보와 작업을 정형화한 표현이 필요하다. 본 논문은 구조설계에서 설계정보와 설계작업의 이해와 표현이 어려운 분야의 하나인 시스템설계에 대하여 논하고 있으며, 빌딩 프레임구조물의 시스템 설계정보를 표현하는 한 방법을 기술하고 있다. 3차원 공간을 표시하기 위하여 기준평면과 그리드 라인을 정의하였으며, 빌딩 프레임구조물의 시스템을 프레임 서브시스템, 플로어 서브시스템, 시스템요소 기둥의 세 종류의 요소로 분해하였다. 시스템요소 기둥은 프레임의 요소가 아니고, 시스템의 요소이다. 시스템 설계정보를 표현하기 위한 이와 같은 방법을 개체형 통합설계모델의 표기법을 이용하여 표시하였다. 개체형 통합설계모델은 설계정보와 설계작업을 표현하기 위하여 각각 프로덕트 개체와 프로세스 개체를 이용한다. 시스템 설계정보를 위하여 본 논문에서 정의한 프로덕트 개체들은 정형화된 시스템 설계정보를 표현하는데, 이것은 구조설계 CAD 시스템 개발에 유용하다.