• 한국농공학회지
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• 제34권4호
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• pp.69-79
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• 1992

To estimate soil behavior and structural characteristics under the conditions of cyclic loading, freezing & thawing and initial state, several testing was performed and obtained following results. 1.After repeated freezing and thawing processes, original soil structure was destroyed and changed to globular structure from honeycomb or tube in its structure types. Also above processes resulted increasing the soil compression strain while decreasing the failure stress in stress-strain relationship and reached the soil structure into the mode of brittle fracture. Under cyclic loading conditions, soil cluster which was originally dispersed structure colloided with each other, seperated, and finally the soil failed due to the effect of overcompaction. 2.Through the stabilization processes seperated by four steps, the structure of soil skeleton was changed to quite different globular type. The degree of compressibility of soil was decreased in the normally consolidated zone, while the strength against external load increased due to soil particle stabilization. 3.Soil stress-strain chracteristics were largely influenced by repeated up and down processes of temperature. The maximum deformation was obtained in the case of temperature between 0 10˚C by the reseon of particle cluster reformation. 4.Soil compressibility was largely influenced by the optimum moisture content. Under freezing process, swelling could be found and its magnitude was proportional to the density of soil. 5.Density of soil was decreased as increasing the number or repeated freezing and thawing processes and the largest decreasing rate was found at the first turning point from freezing to thawing cycle.

• 한국소음진동공학회논문집
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• 제13권12호
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• pp.911-917
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• 2003

Vibration localization characteristics of open loop repeated mistuned structures are investigated. The mistuning often creates significant response discrepancies among subcomponents of the repeated structures. As a result of the discrepancies, critical fatigue problems often occur in repeated structures. Therefore. it is of great importance to predict the vibration response of the mistuned repeated structures accurately in this Paper, a simplified model for an open-loop repeated structure is introduced and dimensionless parameters that influence the localization characteristics are identified. The effects of the parameters on the localization characteristics are investigated through numerical study.

• 응용통계연구
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• 제22권1호
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• pp.181-188
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• 2009

본 논문은 실험단위들의 구조적 특성으로 지분관계를 갖는 실험을 행해야 하는 경우를 가정한다. 지분계획하에서 처리를 구성하는 요인으로 반복측정 요인을 고려한다. 반복측정 요인의 수준들이 비확률화에 의해 지분구조의 실험단위들에 배정될 때, 비확률화에 따른 실험의 특성을 감안한 모형으로 복합대칭의 공분산 구조하에서 혼합효과 모형을 논의하고 있다. 처리의 일부 요인들이 시간 또는 공간상의 제약으로 인해 지분구조의 실험단위들에 임의적으로 배정될 수 없을 때, 지분구조의 실험단위들에 대한 반응 값들은 어떤 구조적 상관관계를 나타내는 값들로 관측될 수 있음을 예상할 수 있다. 자료의 구조적 상관성을 고려한 공분산 구조하의 선형모형으로 확률요인과 고정요인을 포함하는 혼합효과의 모형을 제시하고 모형내 미지모수들에 대한 추론방법을 다루고 있다.

• KIEAE Journal
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• 제7권5호
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• pp.143-148
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• 2007

The application of metal deck floor system is increasing gradually and especially for office buildings. In the cases of large parking structures and storage structures, the construction period and the cost can be reduced. Also the steel deck system can prevent the crack of a floor and reduce the retrofit expenses. However, the floor should stand for the repeated truck load which is relatively heavier repeated loading. The mechanical behavior of a slab under repeated load is also different from the static loading state. An evaluation of a structural capacity was performed in this study through the dynamic capacity evaluation experiment for an application of a composite deck floor system as a parking structure slab. The period of repeated loadings were set up as 25years and 960,000 times monotone cyclic loads were applied at the center of the specimens. The tension crack propagation and patterns at the center of specimens were examined.

• 응용통계연구
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• 제17권1호
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• pp.1-12
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• 2004

본 논문에서는 2001년 경기도 양평 지역의 주민 880여명을 대상으로 반복측정되어 얻어진 혈압자료를 이용하여 반복요인이 세 개인 경우에 적절한 공분산구조를 선택하는 방법에 대해서 알아보고 혼합선형모형(mixed linear model)을 이용한 분석을 통해서 혈압에 영향을 주는 공변량(covariates)에 대해서 알아보았다.

• 대한조선학회지
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• 제26권3호
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• pp.62-70
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• 1989

선체와 같이 복잡 대형 구조물에 대하여 유한요소법 등의 직접구조해석을 통한 최적설계를 수행하는 데에는 반복적인 구조해석으로 인한 막대한 계산량의 처리가 매우 심각한 문제로 대두된다. 본 연구에서는 이러한 반복구조해석에 소요되는 계산시간을 절감하기 위하여 최적구조설계 과정에 기저축소에 의한 재해석기법을 적용하여 보았고, 또한 본 설계기법을 간단한 격자구조물과 실제적인 선체의 최소중량 설계 문제에 적용함으로써 그 유용성과 정도를 확인하였다.

• 한국항해학회지
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• 제25권4호
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• pp.435-442
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• 2001

A new technique to grow a manganese-doped zinc-sulfide(ZnS：Mn) has been proposed using the repeated deposition of the Hot Wall method. The optical characteristics and crystallinity for the ZnS and ZnS：Mn thin films deposited on a quartz glass substrate by the method were investigated. Also, The ZnS：Mn thin film elcetroluminescent devices were fabricated by the method to study luminescence characteristics. All films showed (111)-oriented cubic structure. By the repeated deposition, the deposition rates were decreased, and the optical characteristics and crystalline properties were improved, which clarifies that the method is effective to deposit the thin films with good crystallinity Futhermore, the crystallinity was more improved by the doping of Mn. Only one peak emission at around 585nm originating from Mn luminescent center is observed In the photoluminescent and electroluminescent spectra of ZnS：Mn films and the luminance of the ZnS：Mn-based thin film electroluminescent devices was obtained below 60cd/$m^2$ . The optical and crystalline properties, luminescence characteristics are discussed in terms of the effects of the repeated deposition and Mn-doping.

• Earthquakes and Structures
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• 제3권3_4호
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• pp.231-248
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• 2012

In this study, a systematic investigation is carried out on the seismic behaviour of plane moment resisting steel frames (MRF) to repeated strong ground motions. Such a sequence of earthquakes results in a significant damage accumulation in a structure because any rehabilitation action between any two successive seismic motions cannot be practically materialised due to lack of time. In this work, thirty-six MRF which have been designed for seismic and vertical loads according to European codes are first subjected to five real seismic sequences which are recorded at the same station, in the same direction and in a short period of time, up to three days. Furthermore, the examined frames are also subjected to sixty artificial seismic sequences. This investigation shows that the sequences of ground motions have a significant effect on the response and, hence, on the design of MRF. Additionally, it is concluded that ductility demands, behaviour factor and seismic damage of the repeated ground motions can be satisfactorily estimated using appropriate combinations of the corresponding demands of single ground motions.

• 한국산학기술학회논문지
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• 제12권3호
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• pp.1117-1121
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• 2011

전차에 전기를 공급하는 장치인 가동 브래킷 구조물은 전차가 통과할 때 반복적인 하중을 받는다. 이러한 반복하중은 가동 브래킷 구조물을 구성하는 나사들을 풀리게 하는 가진원이 되고 있다. 본 논문에서는 전산 시뮬레이션을 이용하여 반복적인 진동에 의한 볼트 풀림에 대한 원인과 대책에 대하여 연구하였다. 그 결과 전산 시뮬레이션 모델이 구축되어 가동브래킷 구조물의 동적응답 해석이 가능하게 되었다. 가동 브래킷 구조물의 볼트 풀림에 대한 주된 가진 주파수 영역이 200 Hz 미만임을 확인하였으며, H 빔의 강성을 증가함으로써 볼트풀림을 방지할 수 있음을 알 수 있었다. 아울러 볼트 풀림 원인이 되는 300, 600Hz 대역에서 발생하는 하부밴드 브라킷의 진동 모드를 확인 하였으며, 강성을 올리는 것은 200Hz 이상에서의 볼트 풀림을 방지할 수 있는 효과를 나타냄을 확인하였다.

• 패션비즈니스
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• 제16권1호
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• pp.52-68
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• 2012

To achieve the aim of this study, 9 different types of samples were made to examine mechanical property according to structured pattern and type of Machi of pullover armhole of WholeGarment(seamless knitwear). With respect to samples, from which comparisons are made and anaylzed among basic characteristics of material, tensile strength & elongation and residual elongation due to repeated extension of armhole connecting part, the following conclusions could be obtained. It's revealed that the tensile strength of Machi part as being armhole connecting part of samples is more affected by Machi type than pattern structure. Of Machi types, it showed stronger tensile strength in the order of Normal(Normal Machi)< Machi_B(unilateral Machi)