• Annual Conference of KIPS
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• 2018.10a
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• pp.272-275
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• 2018

금전적 이득을 극대화하기 위해 특정 기업, 기관을 대상으로 하는 공격이 증가하고 있다. 공격에 사용되는 일반적인 악성코드의 특징은 기존 시그니처 탐지 방법으로는 탐지하기 어렵다는 것과 공격자의 C&C 서버와의 통신이 일어난다는 점이다. 기업, 기관을 대상으로 이러한 악성코드를 이용한 공격이 시도된다면 감염된 모든 PC로부터 공통적인 네트워크 접속 기록이 발견될 수 있다. 따라서 본 논문에서는 이러한 특징에 중점을 두고 라이브 포렌식 오픈 소스를 활용하여 엔드포인트의 네트워크 접속 기록을 활용해 공통 행위를 탐지하는 기법을 제시하고자 한다.

• Annual Conference of KIPS
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• 2019.10a
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• pp.483-486
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• 2019

빅데이터와 AI 의 인기에 힘입어 데이터 확보가 중요해지면서 대량의 개인정보가 무차별적으로 수집되고 있다. 그로 인하여 마이 데이터(Mydata)에 대한 관심 또한 대두되고 있다. 오늘날 데이터 수집의 주체들은 정보 수집시에 불필요하거나 대량의 웹 트래픽을 발생시켜 웹 자원을 소모하고 있다. 또한 그들은 정보의 소유자가 아닌 데도 불구하고 그를 이용하여 이득을 취하고 있지만 정보 소유자는 보상을 받지 못하고 있다. 정보의 활용에 대한 정확한 기록과 보상을 제공하고 웹에서의 불필요한 자동화 프로그램의 사용을 지양하기 위해 본 연구에서는, 블록체인(Blockchain)을 활용하여 사용자의 정보를 제어하는 시스템을 구축하고 기록된 정보를 바탕으로 구축된 웹 사이트 검색엔진을 제안한다.

• Annual Conference of KIPS
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• 2015.10a
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• pp.457-459
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• 2015

Bluetooth Low Energy 기술은 IoT 환경의 개인 영역 통신 시스템의 발달과 함께 저전력 근거리 통신 기술의 대표되는 기술로써 현재까지 에너지 효율을 우선시하여 개발되어 왔다. 하지만 홈 네트워크 환경이나 공공지역에서 서비스되는 음성안내 등의 환경에서 Bluetooth Low Energy 기술이 적용될 경우 Broadcast 형태의 음성 데이터 전달이 요구될 수 있으며, 이 경우 Bluetooth Low Energy를 포함한 대부분의 저전력 근거리 통신 기술에서는 Duty Cycle 등의 에너지 고효율 정책으로 인하여 Broadcast 데이터 수신에 대한 신뢰성이 보장되기 힘들기 때문에, 보편적으로 n-repetition 방식의 데이터 전달 방식을 적용하고 있다. 본 고에서는 이러한 n-repetition 방식의 데이터 전달에 대한 중복 송신에서 발생되는 에너지 소모를 개선시키고자 Nack 기반의 선택적 재전송 형태의 새로운 Broadcast 기법을 제안하며, 실험을 통하여 이에 대한 효율성을 검증하였다.

• Journal of Software Assessment and Valuation
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• v.17 no.2
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• pp.19-29
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• 2021

Blockchain technology fulfills the reliance requirement and is now entering a new stage of performance. However, the current blockchain technology has significant disadvantages in scalability and latency because of its architecture. Therefore, to adopt blockchain technology to real industry, we must overcome the performance issue by redesigning blockchain architecture. This paper introduces several element technologies and a novel blockchain architecture TPAC, that preserves blockchain's technical advantage but shows more stable and faster transaction processing performance and low latency.

• Journal of Korean Association for Spatial Structures
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• v.7 no.3 s.25
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• pp.153-165
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• 2007

Flexible structure uses a material with strong axial stiffness and small bending stiffness as its major structural material so it is very sensitive to initial stiffness. Therefore, the self-formation process which accomplishes a form in the natural world is grasped and it is as well investigated and classified the type of modeling techniques which are available to find the shapes of soft structures. Accordingly, for analysis and design of flexible structure, three-step analysis such as shape analysis, stress-deformation analysis, cutting pattern generation and constructional analysis is required unlike the existing stiff structure. In this study, suggest that minimize the error of side curvatures by the triangle Re-mesh pattern and draw the cutting pattern generation.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.4A
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• pp.237-244
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• 2012

There is mounting recognition among concrete researchers that fiber reinforcement makes up for the inherent weakness in resisting tensile force of structural concrete. In practice of application of the fiber to concrete, however, several problems still remain to solve for assuring a uniform mix quality. The Kagome truss that is widely used in mechanical engineering field seems to be a good replacement for the steel fiber. This paper presents the test results of a pilot study for the concrete members reinforced by Kagome truss which is a periodic cellular metal of wire-woven. Three types of Kagome truss bulk were prefabricated and filled with normal concrete to make small-scaled test beams. The beams reinforced by a normal steel stirrups were also tested up to failure to compare the behavioral results. From the results obtained, it is appeared that comparing with beams reinforced by normal stirrups, the beams reinforced by Kagome truss showed better performance in load carrying capacity as well as ductility. Therefore, the Kagome truss is proved to be a good web shear reinforcing material.

• Journal of the Korea Concrete Institute
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• v.15 no.1
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• pp.78-86
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• 2003

Reinforced concrete beams are often retrofitted with various FRP composite sheets. This paper is focused on the comparison of structural performance of various FRP sheets and proposal of the retrofitting design formula. Effects of the FRP kinds(AFRP, GFRP, CFRP) and the reinforcing steel ratio on behavior of the retrofitting beams are tested and analyzed with particular emphasis on the maximum load capacity, stiffness, and ductility. The experimental work included 4 point flexural testing of 3.2m span reinforced concrete beams with bonded external reinforcements. The results show that the difference of FRP kinds is not large and the flexural load capacity is mainly affected by stiffness of the retrofitting materials. This paper also proposes the design formula on the retrofitting reinforced concrete flexural members and checks with this experimantal work and previous research results.

• Geotechnical Engineering
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• v.9 no.1
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• pp.21-30
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• 1993

To know the importance of soil paramters which are used to estimate the deformation and porepressure of soil, the sensitivity for soil parameters in elastic analysis is analyzed. Using the consolidation teat results of several cohesive soils, soil parameters are estimated by back analysis method, and from the parameters the deformations and porepressures of the soil are estimated by elastic analysis, In elastic analysis for soil-deformation and porepressure, the sensitivity for the Young's modulus is large, and the esimation of Young's modulus is more important in pro- portion to the size of stress. Using the measured results during initial short period in small stress, the soil parameters can be correctly estimated by back analysis method. To decrease the iteration number in back analysis and to get the better paramters, the initial measurements in more nodes are required and the more accurate initial measurements are required.

• Journal of Welding and Joining
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• v.21 no.7
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• pp.49-58
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• 2003

It has been well known that ductile fracture of steel is accelerated by triaxiality stresses. The characteristics of ductile crack initiation in steels are evaluate quantitatively using two-parameter criterion based on equivalent plastic strain and stress triaxiality. Recently, the characteristics of critical crack initiation of steels are quantitatively estimated using the two-parameter, that is, equivalent plastic strain and stress triaxiality, criterion. This study is paid to the fundamental clarification of the effect of geometrical heterogeneity and strength mismatching, which can elevate plastic constraint due to heterogeneous plastic straining, and loading rate on critical condition to initiate ductile crack using two-parameter. Then, the crack initiation testing were conducted under static and dynamic loading. To evaluate the stress/strain state in the specimens especially under dynamic loading, thermal elastic-plastic dynamic FE-analysis considering the temperature rise was used. The result showed that the critical global strain to initiate ductile fracture in specimens with strength mismatch under various loading rate cu be estimated based on the local criterion, that is two-parameter criterion obtained on homogeneous specimens under static tension, by mean of FE-analysis taken into account accurately both strength mismatch and dynamic loading effects on stress/strain behavior.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.22 no.2
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• pp.181-187
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• 2009

After introduction of the earthquake resistant design code, it is required to achieve seismic performance of existing bridges as well as earthquake resistant design of new bridges. The achievement of seismic performance for existing bridges should satisfy the no collapse requirement based on the basic concept of earthquake resistant design, therefore, various methods with different strengthening scale should be suggested according to bridge types and importance categories. At present for typical bridges, most studied and applied strengthening methods are bearing change, pier strengthening and shear key installation for improvement of seismic performance. In this study a typical existing bridge, for which earthquake resistant design is not considered, is selected as an analysis bridge. Design changes are carried out to satisfy the no collapse requirement by way of the ductile failure mechanism and seismic performances are checked. It is shown that the seismic performance of existing bridges can be achieved by way of redesign of bridge system, e.g. determination of pier design section for substructure and change of bearing function for connections between super/sub-structure.