• 한국컴퓨터정보학회논문지
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• 제12권6호
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• pp.153-160
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• 2007

국내에서도 이제 정보시스템을 운영하고 있는 기업이나 기관들에서 체계적인 위험분석 및 보안관리에 대한 요구가 늘어나고 있다. 본 논문에서는 국제적인 정보보호관리시스템의 표준화 동향에 대해 조사, 분석하여 정보자산에 대해 통합적으로 위험을 관리 할 수 있는 정보보호관리시스템을 모델링하여 제안하였다. 제안시스템과 관련된 국제적인 표준에 대해 보안측정모델의 성숙도를 비교 분석한 결과, 개별 관리되던 각종 정보기술자원에 대한 보안관리를 전사차원에서 통합적으로 관리할 수 있게 되었고, ISO 27001, ISO 9000, ISO 14000인증지원 및 인증수준 유지를 자동화 관리하게 함으로서 인적, 물적 자원의 효율적 운영이 가능한 것을 보여주고 있다.

• Steel and Composite Structures
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• 제6권2호
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• pp.159-182
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• 2006

Current fire design codes for determining the temperature within the structural elements that form part of a complete building are based on isolated member tests subjected to the standard fire. However, the standard time-temperature response bears little relation to real fires and doesn't include the effects of differing ventilation conditions or the influence of the thermal properties of compartment linings. The degree to which temperature uniformity is present in real compartments is not addressed and direct flame impingement may also have an influence, which is not considered. It is clear that the complex thermal environmental that occurs within a real building subject to a natural fire can only be addressed using realistic full-scale tests. To study global structural and thermal behaviour, a research project was conducted on the eight storey steel frame building at the Building Research Establishment's Cardington laboratory. The fire compartment was 11 m long by 7 m wide. A fire load of $40kg/m^2$ was applied together with 100% of the permanent actions and variable permanent actions and 56% of live actions. This paper summarises the experimental programme and presents the time-temperature development in the fire compartment and in the main supporting structural elements. Comparisons are also made between the test results and the temperatures predicted by the structural fire Eurocodes.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.89-92
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• 2008

최근 빈번하게 발생되는 지진으로 인해 내진규정이 강화된 바 있으며, 국내에서도 인접 국가들의 지진피해 발생으로 인해 지진에 대한 안전지대가 될 수 없다는 인식이 고조되어 건축구조설계기준에 서의 내진규정이 강화되었다. 그러나 기존 비내진상세를 갖는 건축물을 해체하여 요구성능을 얻고자 하는 경우 경제적, 환경적 손실이 크므로 비내진상세를 갖는 라멘구조물을 끼움벽을 통해 보강하는 것이 합리적일 것이라 판단된다. 따라서 본 연구에서는 변형경화형 시멘트 복합체인 SHCC를 끼움벽에 적용하였으며, 일반배근 및 대각보강근에 따른 내진성능을 정량적으로 평가함으로써 SHCC 적용에 따른 배근상세 감소 및 시공성 향상을 꾀하고자 한다. 실험체는 1/3 축소모형의 프리캐스트 끼움벽으로 제작되었으며, 실험결과 다수의 미세균열이 발생하여 기존 콘크리트에서 발생되는 명확한 전단균열 및 급격한 내력저하는 발생하지 않았다. 이는 SHCC 내 혼입된 PVA 및 PE 섬유의 가교작용에 의한 것으로 벽체에 전달되는 횡하중에 의한 응력을 재분배했기 때문인 것으로 사료된다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2012년도 춘계학술대회 논문집
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• pp.763-768
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• 2012

Active window system which can reduce the environmental noises, such as traffic noise and construction noise, from an open window into a room was proposed in the previous works. The key idea of the proposed active window system was that the control sources are approximately collocated with the primary noise source in terms of the acoustic power for global noise reduction throughout the interior room. Moreover, because it is important not to intrude into the living space in the building environment, no error sensors were used and an open-loop control method using control sources at the window frame and the reference sensors outside the room was used for the proposed system. The open-loop control gain was calculated by the interior room model assumed as the semi-infinite space, and the interior sound field was estimated by Rayleigh integral equation under the baffled window model assumption. However, windows with a finite thickness should were considered for the calculation of the open-loop control gain of the active window system since these are representative of most window cases. Therefore, the finite thickness window model based on the Sgard's model was derived and the open-loop control gain using the interior sound field estimated by that model was calculated for active window system. To compare the performance of these two models, a scale-model experiment was performed in an anechoic chamber according to noise source directions. Experimental results showed that the performance for the thickness window model is better than the baffled window model as the angle with respect to the perpendicular direction is larger.

• Earthquakes and Structures
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• 제18권1호
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• pp.27-44
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• 2020

This work presents a comparison of three performance-based seismic design methods (PBSD) as applied to plane steel frames having eccentric braces (EBFs) and buckling restrained braces (BRBFs). The first method uses equivalent modal damping ratios (ξ_k), referring to an equivalent multi-degree-of-freedom (MDOF) linear system, which retains the mass, the elastic stiffness and responds in the same way as the original non-linear MDOF system. The second method employs modal strength reduction factors (${\bar{q}}_k$) resulting from the corresponding modal damping ratios. Contrary to the behavior factors of code based design methods, both ξ_k and ${\bar{q}}_k$ account for the first few modes of significance and incorporate target deformation metrics like inter-storey drift ratio (IDR) and local ductility as well as structural characteristics like structural natural period, and soil types. Explicit empirical expressions of ξ_k and ${\bar{q}}_k$, recently presented by the present authors elsewhere, are also provided here for reasons of completeness and easy reference. The third method, developed here by the authors, is based on a hybrid force/displacement (HFD) seismic design scheme, since it combines the force-base design (FBD) method with the displacement-based design (DBD) method. According to this method, seismic design is accomplished by using a behavior factor (q_h), empirically expressed in terms of the global ductility of the frame, which takes into account both non-structural and structural deformation metrics. These expressions for q_h are obtained through extensive parametric studies involving non-linear dynamic analysis (NLDA) of 98 frames, subjected to 100 far-fault ground motions that correspond to four soil types of Eurocode 8. Furthermore, these factors can be used in conjunction with an elastic acceleration design spectrum for seismic design purposes. Finally, a comparison among the above three seismic design methods and the Eurocode 8 method is conducted with the aid of non-linear dynamic analyses via representative numerical examples, involving plane steel EBFs and BRBFs.

• Structural Engineering and Mechanics
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• 제61권4호
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• pp.497-510
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• 2017

A framed structure may be composed of two sub-structures, which are linked by a hinged joint. One sub-structure is the primary system and the other is the secondary system. The primary system, which is subjected to the periodic external load, can give rise to an auto-parametric resonance of the second system. Considering the geometric-stiffness effect produced by the axially internal force, the element equation of motion is derived by the extended Hamilton's principle. The element equations are then assembled into the global non-homogeneous Mathieu-Hill equations. The Newmark's method is introduced to solve the time-history responses of the non-homogeneous Mathieu-Hill equations. The energy-growth exponent/coefficient (EGE/EGC) and a finite-time Lyapunov exponent (FLE) are proposed for determining the auto-parametric instability boundaries of the structural system. The auto-parametric instabilities are numerically analyzed for the two frames. The influence of relative stiffness between the primary and secondary systems on the auto-parametric instability boundaries is investigated. A phenomenon of the "auto-parametric internal resonance" (the auto-parametric resonance of the second system induced by a normal resonance of the primary system) is predicted through the two numerical examples. The risk of auto-parametric internal resonance is emphasized. An auto-parametric resonance experiment of a ${\Gamma}$-shaped frame is conducted for verifying the theoretical predictions and present calculation method.

• 한국지역사회생활과학회지
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• 제17권1호
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• pp.109-122
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• 2006

As we encounter the global and localized era, the development operations on a regional level are in active promotion. This manuscript has been completed with the purpose of probing for course of action in lifelong learning movement in terms of activating and developing of local communities. For this, the comparative analysis of practiced cases in America's community school movement, Japan's movement for establishing lifelong learning village and Sweden's study circle movement have been made. For the analytical frame of the comparison, the actual results on background of promotion, themes for practice, details of practice, methods for practice of local community centered lifelong learning movement have been applied. As a result of analysis, the local community centered lifelong learning movement has been promoted to break each country's social and economic crisis and to activate the local community. The promotion of each operation has been accomplished with the support of specific organization and the participants were the citizens of the local community. Also, the details of practice are composed of operating the people-centered lifelong learning program, cooperative learning by local citizens and local community realization activity. The details of education is closely related with the life of learners. Therefore, the lifelong movement for the activation of local community hereafter should be promoted based on the coherence of local community, should be able to contain the actual life of the citizens and should be practiced as a process of forming the lifelong learning group at concerned local community through a democratic learning process.

• 한국항공우주학회지
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• 제40권7호
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• pp.629-635
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• 2012

본 논문은 저궤도 관측위성에 탑재된 GPS 수신기의 궤도상의 성능과 지상 시험 결과를 비교 분석하였다. 지상 시험 환경을 구축하여 다양한 환경에서 시험을 수행하였으며 2006년 발사 이후 6년째 운영 중인 GPS 수신기의 궤도상의 데이터 분석도 수행하였다. 궤도상의 데이터는 초기 운영, 1차 임무 완료 시점 및 최근 결과를 선택하여 정리하였다. 위치 및 시각 동기 정밀도에 대하여 지상 시험과 궤도상의 성능이 일치하여 지상 시험의 유효성을 확인하였다. 본 논문에서 제시한 시험 환경 및 분석 방법은 향후 위성용 GPS 수신기 개발 및 검증에 도움이 될 것으로 예상한다.

• 한국강구조학회 논문집
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• 제21권1호
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• pp.71-81
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• 2009

본 연구에서는 지진에 대해 보강 효과가 뛰어난 비좌굴 가새를 바탕으로 필로티를 가진 중저층 집합주택에 적합한 비좌굴 knee brace에 대해 총 5개의 실험체를 제작하여 실험을 실시하였다. 이는 공간활용이 우수하고 동선이나 시야를 방해하지 않으며, 시공 방법 또한 간단하여 필로티 층을 가진 중저층 건물에 대해 유리하다는 장점을 가지고 있다. 각 실험체의 변수로는 중심코어의 크기, 외부 보강재의 크기, 단부의 크기 및 형태로 정하였으며 실험결과 중심코어의 크기가 가장 큰 영향을 미치는 것으로 나타났다. 외부 보강재의 크기는 중심코어의 크기에 비해 효과는 미비하나, 파괴거동이나 연성도 측면에서는 영향을 미치는 것으로 나타났다. 실험을 통해 얻어진 힘-변위 그래프는 인장과 압축에서 비교적 안정적인 이력거동을 보였으며 AISC 2005 Seismic Provision 규정에서 제시한 연성도와 에너지 소산능력 측면에서도 충분한 효과를 발휘하였다. 또한 설계 층간 변위비의 2배까지 가력을 실시하였을 때, 가새의 전체 좌굴이나 국부적인 좌굴이 일어나지 않아야 한다는 조항을 만족하는 것으로 나타났다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제14권10호
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• pp.3955-3971
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• 2020

Due to the significant increase in the use of autonomous car technology, it is essential to integrate this technology with high-precision digital map data containing more precise and accurate roadway information, as compared to existing conventional map resources, to ensure the safety of self-driving operations. While existing map technologies may assist vehicles in identifying their locations via Global Positioning System, it is however difficult to update the environmental changes of roadways in these maps. Roadway vision algorithms can be useful for building autonomous vehicles that can avoid accidents and detect real-time location changes. We incorporate a hybrid architectural design that combines unsupervised classification of vision data with supervised joint fusion classification to achieve a better noise-resistant algorithm. We identify, via a deep learning approach, an intelligent hybrid fusion algorithm for fusing multimodal vision feature data for roadway classifications and characterize its improvement in accuracy over unsupervised identifications using image processing and supervised vision classifiers. We analyzed over 93,000 vision frame data collected from a test vehicle in real roadways. The performance indicators of the proposed hybrid fusion algorithm are successfully evaluated for the generation of roadway digital maps for autonomous vehicles, with a recall of 0.94, precision of 0.96, and accuracy of 0.92.