• Proceedings of the Korea Information Processing Society Conference
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• 2002.11b
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• pp.1651-1654
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• 2002

대부분의 멀티미디어 응용은 제한된 시간내에 작업이 수행되어야 하는 연성 실시간 특성을 가지고 있으며, 일반직으로 윈도우즈 또는 유닉스와 같은 범용 운영체제 상에서 수행되고 있다. 하지만, 범용 운영체제는 요구 페이징에 기반한 가상 메모리 시스템을 근간으로 하고 있으므로, 연성 실시간 태스크가 요구하는 제약조건을 처리하는데 문제점을 가지고 있다. 본 논문에서는 범용 운영체제가 연성 실시간 태스크를 원활히 지원할 수 있도록 가상 메모리 시스템을 개선시키는 방법을 제시하고 있다. 주요 아이디어는 실시간 태스크가 사용하는 메모리에 대해서 태스크의 우선순위에 기반한 고립화(isolation)를 제공하는 것이며, 이를 통해서 메모리 제약 조건하에서 연성 실시간 태스크가 제한 시간을 만족시키며 수행됨을 보이고 있다.

• Journal of the Earthquake Engineering Society of Korea
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• v.5 no.6
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• pp.65-76
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• 2001

Determination of ductility demand and prediction of nonlinear seismic responses of a structure under the earthquake ground motions have become a very important subject for evaluation of seismic performance in the performance based seismic design. In this study, the system ductility demand and nonlinear seismic responses of the steel moment framed structures by the nonlinear time history analysis are estimated and compared with those obtained from the capacity spectrum method suggested in ATC-40 and proposed method that is an improvement on the capacity spectrum method using the equivalent responses derived directly from a multi degree of freedom system. the adequacy and validity of the proposed method is verified by comparing the results evaluated by the method proposed in this study and the results obtained from method suggested in ATC-40 to the nonlinear seismic responses of the example structures from the nonlinear time history analysis.

• Proceedings of the Korea Multimedia Society Conference
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• 2000.04a
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• pp.349-352
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• 2000

본 연구에서는 연성 실시간 태스크 즉 비디오, 오디오와 같은 태스크의 실시간 적인 특성을 만족시키기 위하여 현재 각광 받고 있는 리눅스 커널을 사용하여 연성 실시간 커널을 개발하고자 한다. 리눅스 파일시스템의 디스크 스케줄링 은 오디오와 비디오와같은 연성 실시간 태스크의 실시간 요건을 고려하지 않았다. 본 연구에서는 우선 주기 당 일정 대역폭을 요구하는 멀티미디어 서비스를 지원하기 위해 디스크 대역폭 예약이 가능한 디스크 스케줄링 기법을 제시하여 태스크간 공정한 디스크 서비스를 제공한다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.27 no.3
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• pp.137-145
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• 2014

We present a design sensitivity analysis(DSA) method for multiscale problems based on bridging scale decomposition. In this paper, we utilize a bridging scale method for the coupled system analysis. Since the analysis of full MD systems requires huge amount of computational costs, a coupled system of MD-level and continuum-level simulation is usually preferred. The information exchange between the MD and continuum levels is taken place at the MD-continuum boundary. In the bridging scale method, a generalized Langevin equation(GLE) is introduced for the reduced MD system and the GLE force using a time history kernel is applied at the boundary atoms in the MD system. Therefore, we can separately analyze the MD and continuum level simulations, which can accelerate the computing process. Once the simulation of coupled problems is successful, the need for the DSA is naturally arising for the optimization of macro-scale design, where the macro scale performance of the system is maximized considering the micro scale effects. The finite difference sensitivity is impractical for the gradient based optimization of large scale problems due to the restriction of computing costs but the analytical sensitivity for the coupled system is always accurate. In this study, we derive the analytical design sensitivity to verify the accuracy and applicability to the design optimization of the coupled system.

• The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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• v.13 no.3
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• pp.246-251
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• 2008

The conceptual design evaluation of Deep-Sea Manganese Nodule Miner(DSNM) based on Axiomatic Design was preformed. Functional Requirements(FRs) in functional domain and Design Parameters(DPs) in physical domain were embodied for the given concept design of DSNM. Interactions between FRs and DPs were sequentially analyzed from the first level hierarchy to the lower level hierarchy. The interactions were expressed as design matrices which showed the dependence or independence between FRs and DPs. The results showed that the design of DSNM was not a coupled one, but a decoupled. Finally, it was conceptually verified that DSNM was a good design satisfying the independence axiom of the Axiomatic Design.

• Journal of the Korea Concrete Institute
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• v.19 no.5
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• pp.529-537
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• 2007

The purpose of this study is to discuss how strength and ductility of each system in low-rise reinforced concrete buildings composed of extremely brittle, shear and flexural failure lateral-load resisting systems have influence on seismic capacities of the overall system, which is based on nonlinear seismic response analyses of single-degree-of-freedom structural systems. In order to simulate the triple lateral-load resisting system, structures are idealized as a parallel combination of two modified origin-oriented hysteretic models and a degrading trilinear hysteretic model that fail primarily in extremely brittle, shear and flexure, respectively. Stiffness properties of three models are varied in terms of story shear coefficients, and structures are subjected to various ground motion components. By analyzing these systems, interaction curves of demand strengths of the triple system for various levels of ductility factors are finally derived for practical purposes. The result indicates that demand strength levels derived can be used as a basic information for seismic evaluation and design criteria of low-rise reinforced concrete buildings having the triple lateral-load resisting system.

• Proceedings of the Korean Information Science Society Conference
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• 2001.04a
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• pp.79-81
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• 2001

논리적 정확성과 시간적 제약의 만족을 중요시하는 실시간 시스템은 시간이 경과함에 따라 그 기능이 다른 것들로 변화되는 mode change를 요구할 수도 있으며, 그 시간적 제약의 엄격함에 따라 경성 실시간 시스템과 연성 실시간 시스템으로 나눌 수 있다. 유닉스 계열의 운영체제를 확장한 운영체제인 Linux는 연성 실시간을 지원하도록 개발되었으며 이 Linux에 최소의 변경을 가해 경성 실시간을 지원하기 위한 RTLinux가 개발되었다. RTLinux 버전 2.0은 다중 프로세서 시스템을 지원할 수 있도록 재 설계되었지만, 다중 프로세서 환경에서 주어진 태스크들을 각 프로세서에서 정확하고 효율적으로 실행시키기 위한 구체적인 프로세서할당 및 스케줄링 기능은 제공되지 않고 있다. 이러한 사항들을 만족시키기 위해 본 논문에서는 다중 프로세서 환경에서 mode change되는 태스크들이 각각의 mode 범위 내에서 정확하고 효율적으로 실행될 수 있도록 프로세서를 할당하고 스케줄링하는 RTLinux스케줄러를 제시하고 구현하였다.

• Journal of the Earthquake Engineering Society of Korea
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• v.11 no.5
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• pp.61-69
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• 2007

The main purpose of this study is to provide a basic information for the seismic capacity evaluation and the seismic design of low-rise reinforced concrete (RC) shear wall buildings, which are comprised of a pilotis in the first story. In this study, relationships between strengths and ductilities of each story of RC buildings with pilotis are investigated based on the nonlinear seismic response analysis. The characteristics of low-rise RC buildings with pilotis are assumed as the double degree of freedom structural systems. In order to simulate these systems, the pilotis is idealized as a degrading trilinear hysteretic model that fails in flexure and the upper story of shear wall system is idealized as a origin-oriented hysteretic model that fails in shear, respectively. Stiffness properties of both models are varied in terms of story shear coefficients and structures are subjected to various ground motion components. By analyzing these systems, interaction curves of required strengths for various levels of ductility factors are finally derived for practical purposes. The result indicates that the required strength levels derived can be used as a basic information for seismic evaluation and design criteria of low-rise reinforced concrete shear wall buildings having pilotis structure.

• Journal of the Institute of Electronics Engineers of Korea CI
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• v.43 no.2 s.308
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• pp.12-20
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• 2006

In scheduling of real-time tasks, the required hardware performance for a given set of tasks is determined based on the worst case execution time. For soft real-time tasks as multimedia applications, a lower performance hardware can service the tasks. Since the execution time of a task can vary in time, we can reclaim the slacks of early completed tasks for those of longer than average execution times. Then, the average ratio of deadline-miss can be lowered. This paper presents an algorithm, Aggressive Slack Reclamation (ASR), that tasks share slacks aggressively. A simulation result shows that ASR enhances the deadline-miss ratio and number of context switches than previous results.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2001.04a
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• pp.446-453
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• 2001

System-level ductility is an essential parameter for seismic performance evaluation of multistory building structures. The ductility demands for single degree of freedom structures or individual structural members can be determined easily. However, there is no clearly established method to determine the ductility demands for structural systems. The system ductility demands are estimated in this study by the equivalent SDOF system methods and proposed method which used the representative responses obtained from the MDOF systems directly. And seismic performance of building structures is evaluated by the modified Capacity Spectrum Method using the representative responses, and the result was compared with those of the inelastic time history analysis.