• The Transactions of the Korea Information Processing Society
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• v.6 no.2
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• pp.307-314
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• 1999

In this paper, we study on the transformation technique of sequential programs for the purpose of 'exploiting parallelism' and 'improving locality'. Based on the analysis of loop procedures of sequential programs with the factor of dependency and locality, two transformation techniques of loop distribution and loop fusion are applied to them. Transformed programs can be easily expressed as a parallel program wit thread notation, having coarse-grain parallelism and improved locality. This means that those transformations can be useful tools for optimizing and automatic-parallelizing compiler construction. Application of those techniques to SPEC95 on a solaris machine with four SPARC processors show an improvement of execution time.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.14 no.4
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• pp.286-294
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• 2002

This study investigated the effects of stress and time history of overconsolidated clayey soils on pore pressure parameter, A. Laboratory tests were carried out under the conditions of both varying stress and time history. The stress history is classified into (i) rotation angle of stress path, (ii) overconsolidation ratio, and (iii) magnitude of length of recent stress path. The time history is divided into (i) loading rate of recent stress path and (ii) rest time. Pore pressure parameters are different both in the magnitude and trend with the rotation angle, depending on the magnitude of overconsolidation ratio but not in a trend. In addition, the pore pressure parameters have no effects on the magnitude of length of recent stress path except the level of initially small strain, while loading rates of recent stress path have effects on it. Finally, the pore pressure parameters of overconsolidated clays increase with the existence of the rest time, until either the deviator stress exceeds 70 kPa or the strain up to 0.1%.

• Magazine of the Korea Concrete Institute
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• v.5 no.2
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• pp.181-188
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• 1993

In this study, a numerical method for the material nonlinear analysis of reinforced concrete shell structures including the time dependent effects due to creep and shrinkage is developed. Degenerate shell elements with the layered approach are used. The perfect or strain hardening plasticity model in compression and the linearly elastic model in tension until cracking for concrete are employed. The reinforcing bars are considered as a steel layer of equivalent thickness. Each :steel layer has an uniaxial behaviour resisting only the axial force in the bar direction. A bilinear idealization is adopted to model elasto-plastic stress-strain relationships. For the nonlinear anaysis, incremental load method combined with unbalanced load iterations for each load increment is used. To include time dependent effects of concrete, time domain is divided into several time steps which may have different length. Some numerical examples are presented to study the validity and applicability of the present method. The results are compared with experimental and numerical results obtained by other investigator.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.2D
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• pp.237-245
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• 2011

Asphalt Plug Joint(APJ) is a new type of expansion joint that it's application are increased in USA as well as several European countries. APJ's' advantages are cheap construction and maintenance costs, and simple construction and securing of excellent flatness. However, APJ's usability is hindered because it showed a problem of premature failure. Research for solving this problem has been progressed, and FEM analysis among existing researches was peformed. However, the behavior of APJ was insufficiently analyzed and the reliability of the analysis was much low, since the material showing complicated behavior was oversimplified, Therefore, a material model was proposed and its effectiveness was confirmed by comparing it with actual behavior in order to improve the reliability of FEM analysis in this paper. ABAQUS program was used for FEM analysis, and an elasto-plastic model and a viscous-plastic model as the material model of APJ were suggested on the base of experiment results of APJ material performed by Bramel et al. The elasto-plastic model was defined by time-independent analysis since it didn't consider time and strain rate, and the viscous-plastic model was defined by time-dependent analysis since it considered. Influence of various elements affecting the behavior of APJ was investigated, and it was confirmed that the time-dependent analysis showed better result closed to actual behavior than the time-independent analysis.

• Journal of the Korean Geosynthetics Society
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• v.5 no.3
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• pp.31-36
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• 2006

In this study, stress relaxation behaviors of nonwoven geotextile and geomembrane which have protection, filtration and drainage, water barrier functions, respectively were examined. 'Theory of transition phenomen' was applied to interpretate the stress relaxation behaviors of two geosynthetics. The initial and later relaxation times for stress relaxation behaviors of geosynthetics were derived from the constitutive equations. The initial relaxation behaviors of these geosynthetics were dependent on the additional strains and were especially faster with temperature. Finally, both relaxation times of geosynthetics were shorter with additional strain and temperature and the reduction of relaxation times of nonwoven geotextile were larger than those of geomembrane.

• Proceedings of the Korean Information Science Society Conference
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• 1998.10c
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• pp.159-161
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• 1998

한글은 중심어 후행성과 어순의 자유성, 격을 결정하는 조사의 생략 등으로 인해 영어권에서 연구되어진 변형 생성 문법이나 어휘 함수 문법, 구구조문법류 등이 적용되기 어려운 문제점을 가지고 있고 관형적인 표현이 많아 구문 규칙 만으론 분석하기 쉽지 않기 때문에 사전에 의존해야 하는 경우가 많으므로 이에 적합한, 사전을 구성하고자 한다. 그러나 기존의 태그와 키워드만으로 구성된 사전만으로 어려운 점이 많고, 이 때문에 문법 규칙을 같이 적용하게 되는데 이 규칙을 보통 알고리즘을 이나 수작업을 통해 사전으로 구성하므로 정확성도 떨어진다. 저자는 이 과정을 코퍼스를 통해 구성하여 시간을 줄이고 결합 정보 또한 보다 견고하게 구성하기 위해 통계 정보-코퍼스 내에서 결합이 사용된 빈도-에 따라 순위를 결정할 수 있도록 구성하였다. 이를 보다 확장하여 구문분석 시에도 활용할 수 있도록 분석된 단어간의 결합 정보와 그 결합이 사용된 빈도를 포함하여 구문 결합 정보 사전을 구성하고자 한다. 이는 기존의 의존 문법이나 구문 관계를 이용하여 구문분석을 할 경우 올바른 트리의 결합 관계를 검색할 때 쓰여질 수 있다.

• 한국경영정보학회:학술대회논문집
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• 2007.06a
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• pp.837-842
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• 2007

일반기업에서 성과측정이 매우 중요시되는 것과 마찬가지로 공공환경의 복잡한 변화와 함께 공공기관에서도 성과측정이 중요시 되고 있다. 이에 따라 공공기관에서는 무형자산의 중요성을 인식하면서 성과측정과 관리의 수단으로 균형성과지표(Balanced Scorecard)를 도입하고 있다. 그러나 균형성과지표는 일반기업의 성과측정을 위해 고안된 방법론으로 공공기관의 특성을 반영할 수 있도록 변형되지 않고서는 공공기관에 그대로 도입되어 사용될 수는 없다. 더욱이 기존의 BSC는 '시간지연(time delay)'을 가지고 있는 지표들간의 상호작용 및 상호 의존성을 반영하지 못하고 있으며, 지표들간의 피드백을 유발하는 인과관계를 간과하고 있다. 따라서 본 연구에서는 핵심지표들간의 상호작용 및 관계성의 설정과 새로운 정책이나 입법과정에서 발생할 수 있는 '시간지연'에 의한 영향 등을 반영하고자 시스템다이내믹스(System Dynamics)와 시스템사고를 적용, 공공기관, 성과측정에 적합한 Dynamic BSC 모델을 개발하고자 한다.

• Proceedings of the KIEE Conference
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• 1999.11c
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• pp.794-796
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• 1999

엄격한 시간 제약성에 의해 특성화되는 실시간 전력 시스템의 성능 및 신뢰도를 평가하기 위해서 퍼지-랜덤 변수가 포함된 이산 사건 모델 및 확장된 path-space 기법을 제시한다. 실시간 시스템의 정확성은 출력의 논리적 결과 뿐 아니라 반응시간에도 의존하므로, 본 논문에서는 실시간 전력 시스템의 성능 및 신뢰도를 유연하게 평가하기 위해서 퍼지-랜덤 변수에 의해 적절하게 변형된 상태 오토마타를 제시하고 몇가지 수치 예제를 제시함으로써 제안한 기법의 효용성을 검증한다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.1A
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• pp.85-93
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• 2009

The primary objective of this study is to construct more simple and reasonable rheological model and propose a methodology for predicting a phenomenon of concrete creep. Deformations of concrete under sustained stress can be expressed by the sum of immediately elastic deformation, time-dependent and time-independent short-term creep, and long-term creep according to the mechanism and time-dependency. To simulate these deformations, a rheological model having six parameters was constructed. In the composing of each parameter, the microprestress-solidification theory and design model code were incorporated together with the numerical approach for the components which can not be theoretically approached. Finally, actual test data were applied in the verification of the proposed model, and suitability of the model was confirmed by comparisons with existing predicting models and design codes.

• Geotechnical Engineering
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• v.3 no.4
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• pp.7-20
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• 1987

This study was performed to investigate the effect of time-dependent creep on the deformation analysis of multi-dimensional consolidation using the finite element method for young Sedimentary clay. It was assumed that the creep in the clay had occured during consolidation. In the analysis, the Modified cam-clay theory originated from the critical state theory was used as the constitutive equation, in which a term equivalent to the creep was supplemnted. The results of the analysis were in good agreement with the observed values in the field.