• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.32 no.6
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• pp.34-48
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• 2004

In this paper an optimization algorithm is suggested to reduce the huge computation time in the optimum design of large structures, especially in spacecraft structures. It combines the coupled load analysis model using a constrained mode of component mode synthesis and the modal transient analysis. The computer simulation code is developed and evaluated in optimizing spacecraft platforms. The developed algorithm can alleviate the computational load with adequate accuracy. From the optimization of a spacecraft structural member, the characteristics of each structural member can be understood.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.14 no.3
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• pp.391-402
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• 1994

One of the most important design concept for reinforced concrete structures is to achieve a ductile failure mode, and also moment redistribution for economic design is possible in case that adequate ductility is provided. Flexural ductility index is, therefore, used as a reference for possibility of moment redistribution as well as for prediction of flexural behavior of designed R.C. structures. Ductility index equations, however, provide approximate values due to the linear concrete compressive stress assumption at the tension steel yielding state. Theoretically more exact ductility index is calculated by a numerical analysis with the realistic stress-strain curves for concrete and steel to be compared with the result from tire ductility index equations. Variation of ductility index for the selected variables and the reasonable maximum tension steel ratio for doubly reinforced section are investigated. A moment-curvature curve model is also proposed for future research on moment redistribution.

• Journal of Korean Society of Steel Construction
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• v.16 no.2 s.69
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• pp.181-190
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• 2004

A new inelastic design method performing iterative calculations using secant stiffness was developed. Since the proposed design method uses linear analysis, it is convenient and stable in numerical analysis. At the same time, the proposed design method can accurately estimate the inelastic strength and ductility demands of the members by performing iterative calculation. In the present study, the procedure of the proposed design method was established. Design examples using the proposed method were presented, and its advantages were highlighted by comparisons with existing design methods using elastic or plastic analysis. Unlike the existing inelastic design methods performing the preliminary design on the structure and checking its validity using nonlinear analysis, the proposed integrated analysis-design method can directly calculate the strength and ductility demands of each member. In addition, the proposed design method can address the inelastic design strategy intended by the engineer, such as strength and ductility limits of members and the design concept of strong-column and weak-beam. As a result, economical and safe design can be achieved.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.13 no.1
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• pp.37-49
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• 2000

This paper is for the first essential study on the development of unified finite element formulations for solving problems related to the dynamics/thermoelastics behavior of solids. In the first part of formulations, the finite element method is based on the introduction of a new quantity defined as heat displacement, which allows the heat conduction equations to be written in a form equivalent to the equation of motion, and the equations of coupled thermoelasticity to be written in a unified form. The equations obtained are used to express a variational formulation which, together with the concept of generalized coordinates, yields a set of differential equations with the time as an independent variable. Using the Laplace transform, the resulting finite element equations are described in the transform domain. In the second, the Laplace transform is applied to both the equation of heat conduction derived in the first part and the equations of motions and their corresponding boundary conditions, which is referred to the transformed equation. Selections of interpolation functions dependent on only the space variable and an application of the weighted residual method to the coupled equation result in the necessary finite element matrices in the transformed domain. Finally, to prove the validity of two approaches, a comparison with one finite element equation and the other is made term by term.

• Journal of Korea Fair Competition Federation
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• no.119
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• pp.2-11
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• 2005

국제경쟁사건을 해결하기 위하여 동원 가능한 일차적 수단은 법정지법인 경쟁법을 역외적용 하는 방안이지만 이 경우 국가간 마찰이나 외국 주권에 대한 침해논쟁이 유발될 수 있고, 관련 외국정부의 협력을 얻을 것도 필요하다. 국제경쟁사건을 해결하기 위한 근본적 수단으로는 각국 경쟁법을 조화시키거나 수렴하는 방안이 있다. 이는 우수한 규범형성에 관한 컨센서스 형성과 개별 법영역이 공통의 규범을 국내법으로 수용하는 절차라는 요소들로 구성된다. 후자는 연성수렴, 경성수렴 등 여러 방식으로 행해질 수 있다.

• International Journal of Highway Engineering
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• v.4 no.3 s.13
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• pp.1-13
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• 2002

Design methods for new flexible pavements and overlays are in the transition from empirical to mechanistic approach, and many state highway agencies trend to move toward the adoption and use of mechanistic-empirical (M-E) design in new constructions and rehabilitations of flexible pavements. Hence, the Michigan Department of Transportation (MDOT) decided to develop a M-E flexible pavement design procedure, in which major pavement distresses such as fatigue cracking and rutting are employed as indicators of the serviceability of a flexible pavement. The main concept of the developed design procedure is that a designed pavement that is supposed to carry a certain number of traffic must satisfy designated thresholds of rut depths and fatigue lives during a service period. For the M-E design procedure, transfer functions were developed to predict rut-depths and fatigue lives. These functions related the pavement responses to pavement performance. For validation, three current new flexible pavement design cases were obtained from the MDOT. In these cases, asphalt concrete (AC) layer thicknesses determined by the suggested M-E procedure compare favorably with those determined by the current MDOT design practice that is based on AASHTO design guide. This finding implies that the suggested Michigan M-E flexible pavement design procedure can provide a good opportunity to improve the current design practice.

• The Korean Journal of Air & Space Law and Policy
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• v.18
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• pp.185-209
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• 2003

이 논문은 21세기 우주개발로 인하여 제기되는 국제우주법의 장래 과제를 분석한 것이며 따라서 1967년 우주조약을 비롯한 기존의 5개 국제우주조약들과 '연성법'(soft law)으로서의 우주법인 5개의 UN결의들은 간략하게 소개하고 lex ferenda로서 제기되는 문제들을 중심으로 연구하였다. 21세기 국제우주법의 lex ferenda로 제기되는 문제는 다음과 같다. 첫째. 우주의 정의 및 경계획정문제와 지구정지궤도(GSO)의 성격과 활용의 문제가' 외기권 우주의 평화적 이용에 관한 위원회'(COPUOS)의 법률소위원회를 중심으로 어떻게 진행되고 있는가 하는 문제를 검토하였고, 둘째. 대기권 상공과 외기권 우주를 비행할 수 있는 새로운 우주운송수단으로 등장하고 있는 우주항공기(Aerospace Vehicle)가 기존의 항공법과 우주법의 관계에서 어떠한 법의 적용을 받아야 하는가의 문제를 검토하였다. 셋째. 그리고 통신위성을 이용하면서 발생하는 저작권법(copy right law) 및 지적재산권(intellectual property) 등의 문제 그리고 우주보험을 포함한 우주의 상업적 이용에서 발생하는 법규범의 문제를 검토하였고, 넷째. 우주활동으로 인해 발생하는 우주잔해(space debris)와 우주환경문제를 다루었다. 마지막으로 그리고 기타 국제우주법관련문제 특히 우주활동을 원활하게 수행하기 위한 '우주물체'(space objects)와 그와 관련된 용어들의 정확한 개념 정의를 명확하게 할 필요성과 우주의 상업적 이용과 우주의 오로지 평화적인 목적을 위하여 중요한 역할을 할 국제민간항공기구(ICAO)나 국제해사기구(IMO)와 같은 장래의 국제민간우주기구(International Civil Space Organization) 등의 설립문제를 검토하였다.

• Journal of Plant Biology
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• v.28 no.2
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• pp.95-104
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• 1985

Additional serological data from radial immunodiffusion and conventional immunoelectrophoresis with combination of presaturation of antibody were obtained for further interpretation of Cornus (and relatives) systematics. Pollen proteins were compared by qualitative and quantitative means. Cornus drummondi and C. stolonifera are very similar to C. florida, and C. amomum and C. recemosa are less similar. Nyssa constitutes the next distinct and most similar family, Nyssaceae to the Cornaceae. The serological affinities indicate that Corokia and Griselinia should not be included within the Cornaceae. Their taxonomic treatment to elevate to the family level is now awaiting until more data are accumulated.

• Journal of the Korea institute for structural maintenance and inspection
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• v.10 no.3
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• pp.106-114
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• 2006

This study proposed the applicability of inverse stiffness method on the seismic design for steel frame with buckling restrained braces and the design results were compared with former research's. The concept of this method is simple and efficient. Furthermore it is able to reflect the high mode's effect and control the ductility factors of each story individually. Design results using the proposed method showed that according to increase of the given target drift, the areas of brace generally decreased but partially increased in some stories of the tall structure with very large ductility. And the post yield stiffness ratio's variation had more effect on the design results in the small post yield stiffness ratio.

• Journal of the Earthquake Engineering Society of Korea
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• v.4 no.3
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• pp.67-81
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• 2000

서해대교는 국내에 교량구조물에 관한 내진설계가 도입되기 전 설계된 교량으로서 현재 내진설계 규준에 적합하지 않은 종방향철근 및 횡방향 철근이 겹침이음된 중공육각형 단면의 철근콘크리트 기둥으로 이미 시공이 완료된 상태이다. 최근, 지진에 대한 사회적 관심이 대두됨으로서 내진 설계 규준에 적합하지 않은 철근상세를 가지 서해대교 PSM교 교각의 내진성능이 의문시되었다. 따라서, 비내진 철근상세를 가진 서해대교 PSM교 교각의내진성능 평가를 위하여 교각의 축소모형 실험을 수행하였으며, 실험결과 종방향철근 겹침이음이 교각의 전체적인 내진거동에는 큰 영향을 미치지 않으며 기대 이상의 연성을 발휘할 수 있는 것으로 나타났다. 본 논문에서는 축소모형 실험결과에 의한 시험체의 파괴양상, 유효강성, 연성, 응답수 정계수 및 등가점성감쇠비를 분석하였으며, 아울러 가속도변위 응답스펙트럼을 이용하여 서해대교 PSM교 교각의 내진성능을 평가하였다.