• Steel and Composite Structures
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• 제2권4호
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• pp.277-296
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• 2002

A research investigation of single bolt lap-plate connection load-deformation behavior is presented. Each important characteristic of this behavior is evaluated and two methods for analytically approximating the behavior are developed and presented. The first of these methods is a component method in which the behavior of the connection is modeled as a combination of the behavior of the parts. The second method utilizes a number of parametric relationships that relate the connection parameters to coefficients of two non-linear continuous analytical curves. The test results from four independent experimental programs that investigated the behavior of single bolt lap-plate connections are used in the development and verification of these methods.

• 한국인터넷방송통신학회논문지
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• 제21권4호
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• pp.15-23
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• 2021

대부분의 해킹 과정에서는 장기간에 걸쳐 내부에 침입하고 목적 달성을 위해 우회접속을 이용한 외부와 통신을 시도한다. 고도화되고 지능화된 사이버 위협에 대응하는 연구는 주로 시그니처 기반의 탐지 및 차단 방법으로 진행되었으나, 최근에는 위협 헌팅 방법으로 확장되었다. 조직적인 해킹그룹의 공격은 장기간에 걸쳐 지능형 지속 공격이면서, 우회 원격 공격이 대부분을 차지한다. 그러나 지능화된 인지 기술을 활용한 침입 탐지 시스템에서도 기존의 침입 형태에만 탐지성능을 발휘할 뿐이다. 따라서, 표적형 우회 원격 공격에 대한 대응은 기존의 탐지 방법과 위협 헌팅 방법으로도 여전히 한계점이 있다. 본 논문에서는 이러한 한계점을 극복하기 위해 조직적인 해킹그룹의 표적형 우회 원격 공격 위협을 탐지할 수 있는 모델을 제안한다. 이 모델은 우회 원격 접속자의 원점 IP 확인 방법을 적용한 위협 헌팅 절차를 설계하였고, 실제 국방 정보체계 환경에서 제안한 방법을 구현하여 유효성을 검증하였다.

• Steel and Composite Structures
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• 제29권3호
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• pp.391-404
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• 2018

Researchers have been long studying new building implementation methods to improve the quality of construction, reduce the time of assembly, and increase productivity. One of these methods is the use of modular pre-fabricated structural forms that are composed of a beam, column, short column, pyramidal end block, and connection plates. In this study, a new geometry for the pyramidal end block was proposed that helps facilitate the assembly procedure. Since the proposed configuration affects the performance of this form of connection, its behavior was evaluated using finite element method. For this purpose, the connection was modeled in ABAQUS and then validated by comparing the outputs with experimental results. The research proceeded through analyzing 16 specimens under monotonic and cyclic loading. The results indicated that using the pyramidal end block not only makes the assembly process easier but also reduces the out-of-plane displacement of the short column webs and the vertical displacement of beam end. By choosing appropriate section properties for column and beam, the connection can bear a rotation up to 0.01 radians within its inelastic region and a total of 0.04 radians without any significant reduction in its bearing capacity.

• 대한토목학회논문집
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• 제33권2호
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• pp.397-407
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• 2013

교량 건설에 있어서 사용 재료의 개발과 새로운 형식을 개발하는 기술이 발달하였다. 그러나 대부분의 기술 개발은 현장 타설 및 재료비 절감을 위한 공법에 치중하고 있다. 이러한 현장 타설의 경우 주변 환경 피해와 주변 민원을 야기할 뿐만 아니라 날씨에 큰 영향을 받는 단점을 가지고 있다. 이러한 단점을 극복하기 위해서 공기 단축을 위한 공법 개발이 증대되고 있는 실정이다. 이 방법이 조립식 공법이다. 대부분의 조립식 건설공법은 상부구조에 위주이며, 이에 반해서 하부구조는 매우 미미하다. 선행 연구자들은 내부 구속 중공 CFT 기둥을 이용하여 조립식 기둥을 제시하였으며, 상세 요소로 기둥 세그먼트 접합부, 기초접합부, 기둥-코핑 접합부, 조립식 코핑부가 개발되어졌다. 본 연구에서는 기존에 개발된 방법을 적용하여 조립식 ICH CFT 모델의 실험체를 제작하여 내진성능을 분석하였다. 실험체는 기둥 접합방법에 따라서 몰탈주입법과 보강재 보강법으로 2개가 제작되었으며, 실험 모델이 지진 하중을 받을 경우의 파괴 및 거동 특성을 다양한 방법으로 분석하였다.

• 한국음향학회지
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• 제42권2호
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• pp.94-101
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• 2023

음성 향상에서 많이 사용되는 U-Net과 같이 인코더와 디코더로 구성된 심층 신경망 모델은 skip-connection을 통해 인코더의 특징을 디코더에 연결하는 구조로 구성되어 있다. Skip-connection은 디코더에서 향상된 스펙트럼을 재구성하는데 도움을 주며 인코더를 통해 손실된 정보를 보완해줄 수 있다. 이때 skip-connection을 통해 연결되는 인코더의 특징과 디코더의 특징의 의미는 서로 다르다. 본 논문에서는 복소 스펙트럼 기반 음성 향상의 성능 향상을 위해 디코더에 연결되는 인코더의 특징을 디코더 특징의 의미에 가깝게 변환해주도록 skip-connection에 Self-Attention(SA)을 적용하는 방안을 연구하였다. SA는 시퀀스-시퀀스 문제에서 출력 시퀀스를 생성할 때, 입력 시퀀스의 가중 산술 평균을 이용하여 결정적인 부분을 집중해서 볼 수 있도록 하는 기법으로, 음성 향상 분야에서도 이를 적용함으로써 성능 향상에 효과적임을 입증하는 연구가 진행되었다. SA를 skip-connection에 적용하기 위해 인코더 특징과 디코더 특징을 이용하는 총 3가지의 방법에 대해 연구하였다. TIMIT 데이터베이스를 이용한 음성 향상 실험 결과, 제안하는 방법이 기존 skip-connection으로만 연결된 Deep Complex U-Net(DCUNET)과 비교하여 모든 성능 평가 지표에서 향상된 결과를 보였다.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2003년도 ICCAS
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• pp.2151-2154
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• 2003

Internet is deeply rooted in everyday life and many things are performed using internet in real-world, therefore internet users increased because of convenience. Also internet accident is on the increase rapidly. The security vendor developed security system to protect network and system from intruder. Many hackings can be prevented and detected by using these security solutions. However, the new hacking methods and tools that can detour or defeat these solutions have been emerging and even script kids using these methods and tools can easily hack the systems. In consequence, system has gone through various difficulties. So, Necessity of intruder trace-back technology is increased gradually. Trace-back technology is tracing back a malicious hacker to his real location. trace-back technology is largely divided into TCP connection trace-back and IP packet trace-back to trace spoofed IP of form denial-of-service attacks. TCP connection trace-back technology that autonomously traces back the real location of hacker who attacks system using stepping stone at real time. In this paper, We will describe watermark trace-back system using TCP hijacking technique to supplement difficult problem of connection maintenance happened at watermark insertion. Through proposed result, we may search attacker's real location which attempt attack through multiple connection by real time.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.184-195
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• 2008

The use of geosynthetics for the reinforced earth wall system has been increasing rapidly for a number of years. The connection strength between wall facing and geosynthetics should be evaluated in the design of geosynthetics. However, the connection strength is not often evaluate, exactly, and it causes problems such as deformation of the wall facing, local failure of the reinforced earth wall system, conservative design and so on. Therefore, the connection strength in the design of geosynthetics should be applied evaluation result by reasonable method. This study is evaluated connection strength using the typical design method, NCMA(1997) and FHWA(1996), in the field case. Then the results compared with the evaluation results of connection strength, which is suggested by Soong & Koener(1997). The analysis results confirmed that the connection strength for the design of geosynthetics should be evaluate using reasonable method with considering various factor, such as safety factor, installation and importance of construction.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1996년도 한국자동제어학술회의논문집(국내학술편); 포항공과대학교, 포항; 24-26 Oct. 1996
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• pp.143-146
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• 1996

In this paper, we propose a hopfield model for solving the part-matching which is the number of parts and positions are changed. The goal of this paper is to minimize part-connection in pairs and net total path of part-connection. Therefore, this kind of problem is referred to as a combinatorial optimization problem. First of all, we review the theoretical basis for hopfield model to optimization and present two method of part-matching; Traveling Salesman Problem (TSP) and Weighted Matching Problem (WMP). Finally, we show demonstration through computer simulation and analyzes the stability and feasibility of the generated solutions for the proposed connection methods.

• Journal of Applied and Pure Mathematics
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• 제5권1_2호
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• pp.9-22
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• 2023

In this paper, the connection and convergence between mathematics and science (physics) concepts were investigated. In addition, methods to closely analyze the degree of mathematics and science (physics) learning were looked into. Furthermore, methods to express and analyze the learning states of individual learners were investigated and a plan to organize educational programs was sought.

• 한국농공학회논문집
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• 제51권4호
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• pp.29-36
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• 2009

This is a basic experimental study to apply FRP modular box member to a variety of construction structures exposed to flexural strength, such as a slab and a girder. Applying FRP modular box member to a real structure requires a large section. FRP box member was made into modular systems. Tests were conducted under various conditions in order to analyze jointing performance of the developed FRP modular box member as a large section. For the methods of jointing FRP modular box member, synthetic resins connection, mechanical connection, and a combination of both were used to test both length and breadth connection. As a result of the test, using urethane + two bolts + sheets was the most efficient method of connecting FRP modular box member. It is expected that the proposed joint system in this study will contribute to the increase of failure load and synthesis behavior of FRP modular box member.