• The Korean Journal of Applied Statistics
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• v.7 no.2
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• pp.201-211
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• 1994

Ignoring interaction effects has been pointed out to be one of serious drawbacks in analysis of the parameter designs which are constructed by using orthogonal arrays. In this paper a detecting procedure of influential 2-factor inteactions with minimum expeimental runs is described, when each contrl factor has two levels. The presented method is based on the near orthogonal arrays which are very similar to orthogonal arrays in the statistical structure. And those arrarys are the same as trace-optimal balanced saturated two-level fractional factorial designs of resolution V.

• Proceedings of the Korean Information Science Society Conference
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• 2005.11b
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• pp.385-387
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• 2005

복잡하고 방대해진 시스템 개발에서 다양한 이해 관계자들의 요구사항을 시스템에 정확히 반영해야 하고, 이를 위해 시스템의 품질 속성과 이해관계자들의 이해관계를 반영한 소프트웨어 아키텍처의 설계가 성공적인 프로젝트를 위한 중요한 이슈가 되었다. 본 연구에서는 아키텍처 설계 과정에서 식별된 아키텍처 접근법 대안들에 대해 시스템의 요구사항에 대한 만족도를 평가하여 설계단계에서 설계자들이 가장 적합한 아키텍처 접근법을 선정 하도록 하고 있다. 즉 평가를 통해 선정된 아키텍처 접근법을 기반으로 아키텍처 설계를 확장해 나감으로써 설계 산출물의 신뢰성과 완성도를 높이는 효과를 기대 할 수 있다.

• Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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• 2002.11a
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• pp.37-43
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• 2002

원점(초점)에 놓인 광원(점광원)으로부터 방사된 ray들을 광축과 평행하게 진행하도록 그 진로의 방향을 바꾸어주는 것이 대형등명기의 광학부(중심렌즈부, 굴절링부, 절사프리즘부) 역할이다. 그래서 광학부에 대한 정밀한 설계가 이루어져야 하지만, 기존의 광학부 설계법은 어떤 설계 조건과 제작환경에 맞지 않는다. 따라서 본 논문에서는 Ray Tracing과 배광예측 프로그램인 Photopia 시뮬레이션을 통해 그 설계의 문제점을 찾고, 설계조건과 제작환경에 맞는 최적의 설계가 되도록 개선안을 제시하고 설계법을 도출하였다. 단, 초점에 위치한 광원은 모두 점광원으로 하였다.

• Journal of Internet Computing and Services
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• v.6 no.4
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• pp.9-20
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• 2005

To design a software system in success, architectural approaches which are in basis of architectural design, must be primarily selected. What to chose among various architecture styles as specific as architectural approaches, varies along with the system status of what kind of functional or non-functional quality requirements should satisfy. In this study, we propose the evaluation model for making a selection of architectural approaches, and select an architectural approach for message system actively using in diversified internet utilization and enterprise application integration, In other words, if there may be possibly existed several architectural approaches, we present the most suitable method of architectural approach out of them through an evaluation of analyzing the system requirements satisfaction level. In addition, when it performs specific design and implementation utilizing design patterns based on thread, developers would be able to link up the architecture design directly.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.26 no.5
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• pp.267-277
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• 2014

The conventional performance-based design method for the solid-wall caisson breakwater has been extended and applied to the perforated-wall caisson. The mathematical model to calculate the sliding distance of a perforated-wall caisson is verified against hydraulic experimental data. The developed performance-based design method is then compared with the conventional deterministic method in different water depths. Both the expected sliding distance and the exceedance percentage of total sliding distance during the structure lifetime decrease with decreasing water depth outside the surf zone, but they increase with decreasing water depth inside the surf zone. The performance-based design method is either more economical or less economical than the deterministic method depending on which design criterion is used. If the criterion for the ultimate limit state is used, the former method is less economical than the latter outside the surf zone, whereas the two methods are equally economical inside the surf zone. However, if the breakwater is designed to satisfy the criterion for the repairable limit state, the former method is more economical than the latter in all water depths.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.6
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• pp.89-96
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• 2018

Bridge structures are a socially important infrastructure and safety management of bridges during the public service period is important. Steel box girder bridges, which account for a large percentage of road bridges, have been designed by allowable stress design method(ASD) and load carrying capacity have been evaluated using ASD. Although design specification has recently been changed to limit state design method(LSD), in most cases, ASD is still used for load carrying capacity evaluation. In this study, the two design methods were used to compare the results of a load rating factor evaluation on a number of bridges, and we are going to find out how to convert the existing rating factor by ASD into rating factor by LSD. The results of this study are expected to can be used as a basis for determining the need for reinforcement and evaluating load carrying capacity by LSD in bridge maintenance.

• Geotechnical Engineering
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• v.12 no.3
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• pp.73-82
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• 1996

Limit state design(LSD) principles employing load and resistance factor design(LRFD) are coming into use in geotechnical engineering community around the world. Current working (allowable) stress design principles are expected to be replaced by LRFH method in the near future. North America has recently adopted LRFD principles, and European community has also developed its own code called "Eurocode" based on partial safety factor design which is essentially the same as LRFD. Relevant review and analysis of new global design codes are prerequisites to adopting these codes in the Korean construction industry and in the Korean foundation design prac titre. This paper reviews geotechnical aspects of LRFD and Eurocode, and analyzes the geomaterial resistance factors in LRFD for the design of axially-loaded driven piles.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.34 no.12
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• pp.1811-1820
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• 2010

Most components in the real world show nonlinear response. The nonlinearity may arise because of contact between the parts, nonlinear material, or large deformation of the components. Structural optimization considering nonlinearities is fairly expensive because sensitivity information is difficult to calculate. To overcome this difficulty, the equivalent load method was proposed for nonlinear response optimization. This method was originally developed for size and shape optimization. In this study, the equivalent load method is modified to perform topology optimization considering all kinds of nonlinearities. Equivalent load is defined as the load for linear analysis that generates the same response field as that for nonlinear analysis. A simple example demonstrates that results of the topology optimization using equivalent load are very similar to the numerical results. Nonlinear response topology optimization is performed with a practical example and the results are compared with those of conventional linear response topology optimization.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.38 no.1
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• pp.175-182
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• 2018

In this study, flood quantiles were estimated at ungauged watersheds by adjusting the flood quantiles from the design rainfall - runoff analysis (DRRA) method based on regional frequency analysis. Comparing the flood frequency analysis (FFA) and DRRA, it was found that the flood quantiles estimated by the DRRA method were overestimated by 52%. In addition, a practical method was suggested to make an flood index using natural flows to apply the regional frequency analysis (RFA) to ungauged watersheds. Considering the relationships among DRRA, FFA, and RFA, we derived an adjusting formula that can be applied to estimate flood quantiles at ungauged watersheds. We also employed Leave-One-Out Cross-Validation scheme and skill score to verify the method proposed in this study. As a result, the proposed model increased the accuracy by 23.2% compared to the existing DRRA method.

• Explosives and Blasting
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• v.22 no.1
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• pp.5-13
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• 2004

성형폭약의 설계변수인 폭약 종류, 폭약 량, 라이너 각도, 라이너 두께, 라이너 재질들을 다원배치법으로 분석하였다. 교호작용이 있는 설계변수는 강건 설계를 통하여 기여비를 산정하여 정량적으로 평가하였다. 연구결과 폭약종류와 라이너 각도는 비교적 독립적인 설계변수였고 약량과 라이너 재질, 라이너 두께는 교호작용이 있었다. 강건설계에 의해 산정된 설계변수의 기여비는 약량이 73.3%, 라이너의 재질이 19.4%, 라이너의 두께가 7.3%이다.