• Journal of the Korea Institute of Military Science and Technology
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• v.19 no.1
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• pp.50-56
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• 2016

This paper is about the implementation of the OFDM-based border guard/reconnaissance communication terminal systems. We have implemented Real-time Dynamic DL/UL symbol rate control function using the DL-MAP message, and proposed error detection method caused by malfunctioning and timing optimization method. The proposed scheme detects the variable rate symbol decoding timing without increasing additional physical layer logic, and also provides a wide variety of DL/UL data transfer rate. Furthermore, the proposed scheme applies to the current border guard/reconnaissance equipment and confirms a operation performance through field tests and demonstration at home and abroad.

• Journal of the Korea institute for structural maintenance and inspection
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• v.26 no.3
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• pp.55-63
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• 2022

A modular underground arch structure using steel and concrete has been proposed as a structure that has a simple construction process and can effectively resist cross-sectional forces generated during construction and use. Structural behavior of modular underground arch was evaluated about span length less than 15m through 3D structural analysis and test. In general, 2D and 3D structural analysis methods may be applied for structural analysis such as underground arch and tunnels. However, if a 2D or 3D structural analysis method is applied to evaluate the structural safety of a modular underground arch structure, it is difficult to model for structural analysis and it may take an excessively long time to interpret. Therefore, it may not be reasonable as a structural analysis method for considering the structural safety and earth pressure in the design process of a modular underground arch structure. In addition, when a modular underground arch structure is configured for span lengths to which the predetermined cross-section is applicable, it may be reasonable to evaluate only the safety of the structure and cross-section according to the cross-section and load conditions. Therefore, in this study, a structural analysis model using frame elements was proposed for efficient structural safety evaluation. In addition, structural analysis results of the 2D structural analysis model and the simplified analysis model using frame elements were compared, and the structural safety of the modular underground arch structure for a span length of 20m was evaluated with a simplified analysis method.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.3
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• pp.875-888
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• 2013

The researches have recently progressed toward the use of the superelastic shape memory alloys (SMAs) to develop new smart control systems that reduce permanent deformation occurring due to severe earthquake events and that automatically recover original configuration. The superelastic SMA materials are unique metallic alloys that can return to undeformed shape without additional heat treatments only after the removal of applied loads. Once the superelastic SMA materials are thus installed at the place where large deformations are likely to intensively occur, the structural system can make the best use of recentering capabilities. Therefore, this study is intended to propose new buckling-restrained braced frames (BRBFs) with superelastic SMA bracing systems. In order to verify the performance of such bracing systems, 6-story braced frame buildings were designed in accordance with the current design specifications and then nonlinear dynamic analyses were performed at 2D frame model by using seismic hazard ground motions. Based on the analysis results, BRBFs with innovative SMA bracing systems are compared to those with conventional steel bracing systems in terms of peak and residual inter-story drifts. Finally, the analysis results show that new SMA bracing systems are very effective to reduce the residual inter-story drifts.

• Proceedings of the Korean Information Science Society Conference
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• 2005.07a
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• pp.727-729
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• 2005

현재 3차원 그래픽 가속기에서 성능 향상에 대한 문제점으로 대두되고 있는 것은 실제 화면에 그려지는 정보가 저장되는 프레임버퍼에 대한 접근 지연이다. 따라서 본 논문은 기존 픽셀 캐쉬가 포함된 래스터라이져 구조에서 캐쉬 읽기 접근 실패 시 발생하는 패널티와 이에 따른 프레임버퍼에 대한 지연이 발생하는 문제점을 개선하고자, 기존 래스터라이져를 래스터라이져와 합성기로 구분하고 그 사이에 캐쉬 읽기 접근 실패 시 프레임 버퍼에서 정보를 읽어오지 않는 깊이 캐쉬와 색상 캐쉬가 쌍을 이룬 픽셀 캐쉬 메모리 시스템으로 구성된 개선된 3차원 그래픽 가속기 구조을 제안하고 실험을 수행하였다. 실험 결과 제안하는 3차원 그래픽 가속기 구조가 기존 구조에 비해 캐쉬 접근 실패율이 약 $23\%$ 감소하였으며, 평균 메모리 접근 사이클이 $10\%-13\%$ 감소하였으며 이는 상당수의 프레임버퍼에 대한 접근 지연을 감소시킨 것이다. 합성기와 메모리 간의 대역폭은 약 $10\%$ 증가하지만 파이프라인의 작업에는 영향을 미치지는 않는다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.12 no.2
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• pp.81-86
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• 2000

For on-shore structures, dynamic analysis becomes increasingly important as the water depth increases and the structural configuration becoines slenderer. In this study, an estimation method for equivalent three dimensional (30) hydrodynamic coefficients is introduced as a part of beam permutation technique development. The beam pemlUtation technique is being developed for obtaining an equivalent beam to a frame structure in order to reduce the degrees of freedom and thus the analysis time significantly. Two 3D structures are used in order to verify the obtained equivalent 3D hydrodynamic coefficients. Two commercial softwares, ANSYS and SACS, are used for the verification. The results of the present analysis are found to be satisfactory in comparison with those by the two softwares.

• Proceedings of the Korean Information Science Society Conference
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• 2002.10e
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• pp.67-69
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• 2002

인터넷과 정보통신기술을 배경으로 한 전자상거래 확산은 유례가 없을 정도의 빠른속도로 이루어지고 있다. 특히 XML이 W3C의 공식 표준으로 공식화 된 이후, XML의 확장성, 호환성, 정보의 구조화와 같은 장점으로 XML은 전자상거래 프레임워크의 새로운 페러다임이 되었다. 이러한 XML 전자상거래 프레임워크로는 xCBL을 필두로, eCo 프레임워크, cXML, BizTalk, ebXML등 많은 국제 표준이 있다. 그러나 이러한 다양한 프래임워크들은 메시지규칙에 대한 정의와 전송 프로토콜 정의, 비즈니스 프로세스의 수평적 통합만을 고려하고 있다. 즉 비즈니스 객체간의 상호작용을 위한 일반된 표준을 제공해주지 못하고 새로운 비즈니스 상대자가 등장할 경우 새로운 규칙을 설정해야 하는 부담을 해결하지 못한다.본 논문에서는 ISO/IEC 11179에 기반을 둔 MDR(Metadata Registry)를 이용한 MDR 기반하이브리드(Hybrid) 프레임워크 (Framework)를 제안한다 본 하이브리드 구조의 프레임워크를 통하여 기존의 수평적 관계의 프레임워크가 갖고 있는 비즈니스 프로세스 및 메시지 규칙의 문제점들을 해결할 수 있다.

• Proceedings of the Korea Information Processing Society Conference
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• 2023.11a
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• pp.601-604
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• 2023

기술이 발전함에 따라 복합적인 모달리티 정보를 포함하는 멀티미디어 데이터의 수집이 용이해지면서, 사람의 성격 특성을 이해하고 이를 개인화된 에이전트에 적용하고자 하는 연구가 활발히 진행되고 있다. 본 논문에서는 비디오 스트림 구조를 활용하여 사용자 특성을 예측하기 위한 동적 키프레임 추출 방법을 제안한다. 비디오 데이터를 효과적으로 활용하기 위해서는 무작위로 선택한 프레임에서 특징을 추출하던 기존의 방법을 개선하여 영상 내 시간에 따른 정보와 변화량을 기반으로 중요한 프레임을 선택하는 방법이 필요하다. 본 논문에서는 제 3자가 평가한 Big-five 지표 값이 레이블링된 대표적인 데이터셋인 First Impressions V2 데이터셋을 사용하여 외면에서 발현되는 특징들을 기반으로 영상에서 등장하는 인물들의 성격 특성을 예측했다. 결론에서는 선택된 키프레임에서 멀티 모달리티 정보를 조합하여 성격 특성을 예측한 결과와 베이스라인 모델과의 성능을 비교한다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.13 no.1
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• pp.105-113
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• 2000

Seismic behavior of 3-dimensional setback structures showing abrupt reductions of the floor size within the structure height and the effect of in-plane deformations of floor slabs on the seismic behavior of those structures are investigated. To find out general seismic behavior of 3-dimensional setback structures two parameters, level of setback(L/sub s/) and degree of setback(R/sub s/) are used. Analysis results obtained from forty eight setback structures show that a sudden change in story shear near setback level is occurred for irregular setback structures. The effect of in-plane deformation of floor slabs on the seismic behavior of setback structures is greatly influenced by the arrangement of lateral load resisting elements and it is more pronounced for frame-shear wall system showing large difference in stiffness among the lateral load resisting elements. The in-plane deformation of floor slabs results in reduced base shear, especially for FW-type structures with L/sub s/=1.0. Also, it brings about reduced story shear for the lateral load resisting element with shear wall and increase in story shear lot the lateral load resisting element without shear wall. The in-plane deformation of floor slabs at the base portion and/or tower portion due to difference in stiffness among the lateral load resisting elements brings about increment of floor displacements at all floor level.

• Journal of Korean Society of Steel Construction
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• v.12 no.1 s.44
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• pp.93-102
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• 2000

Substructuring-based hierarchical approach for design analysis and optimization of structural frames is presented in this study. The conceptual framework of this method is in the hierarchical modeling for design processes as well as structural systems and the methodology combining substructuring analysis and multilevel optimization. Mathematical models for analysis and synthesis are established on the common basis of substructuring systems. Modularized behavioral analysis, design sensitivity analysis and optimization are linked and integrated on the mathematical and structural basis of substructuring. Substructures are coordinated with the active constraints for system level and the weight ratio criteria. Numerical examples for test frames show the validity and effectiveness of the present approach.

• Journal of the Institute of Electronics Engineers of Korea SP
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• v.41 no.5
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• pp.13-22
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• 2004

Because video sequence consists of dynamic objects in nature, the object motion in video is an effective feature in describing the contents of video sequence and motion feature plays an important role in video retrieval. In this paper, we propose a method that converts motion vectors (MVs) to a uniform set on MPEG coded domain, independent of the frame type and the direction of prediction, and utilizes these normalized MVs (N-MVs) as motion descriptor to understand video contents. We describe a frame-type independent representation of the various types of frames presented in an MPEG video in which all frames can be considered equivalently, without full-decoding. In the experiments, we show that the proposed method is better than the conventional one in terms of performance.