• 한국의상디자인학회지
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• 제4권1호
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• pp.61-72
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• 2002

This paper is the second part of a series of the research about the Teddy boy style which is to examine various fashion changes in subcultural styles in 1900s. The main concern of this research is to investigate the creation and meaning of the Teddy boy style, how it interacted with the elements of class and generation and how the materials needed by the group constructed and appropriated into the visible systematic cultural form of correspondence. The Teddy Boys are the first recognized members of the British youth culture, which is known as the new Edwardian because of their dress. They had created the concept of the "teenagers," which forms the basis of the sense of a "generation" in the 20th century. The Teds set the style that would be used and modified in the following generations. They adopted the Edwardian style of the upper class, and changed it into their own style by modifying it and adding to it some other elements. The Teddy boys style is a special version of the sartorial appropriation encountered in the sphere of the fashion history. It actually began immediately after the war by the upper class youth far from the working class neighborhood. In the late 1953, the elitist aura surrounding the Edwardian suit was suddenly shattered. Within just a few months, the Edwardian suit became a source of social anxiety and the focus of a symbolic battle. Although the Edwardian look had initially went back to the upper class root, it became a symbol of rootlessness. In appropriation of this image, The Teddy boys were also rejecting the sartorial conformism of the English working class with its modest tradition. In this respect, the Teds effected the ascent or fall of the working class in the area of fashion. The Teds dress was not a merely borrowed fashion, but was a bastard fashion in the form of American trends, the Zoot suit. At this time members of the working class possessed only work dress for the week and waist suits for the Sunday outings. Teds broke this pattern, and developed the working class dandyism of wearing clothes simply to show off. The results were that they succeeded in opening the teen market, and popularizing a working class style for the first time in British history. The Teds became the first British street style with ties music, and remain as an symbol of the rising of a new age of values and styles.f values and styles.

• 한국지진공학회논문집
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• 제12권5호
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• pp.47-56
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• 2008

본 연구는 높은 지진의 위험이 내재된 지역에 위치한 3층, 9층 그리고 20층 철골 모멘트저항골조에 대한 반응수정계수와 주기의 영향을 평가하기 위한 것이다. 각 구조물들은 IBC 2000과 KBC 2005에서 제시하고 있는 8의 반응수정계수로 설계되었고 건물에 기대되는 최소의 성능과 최대의 성능을 평가하기 위해서 상한범위와 하한범위의 설계가 고려되었다. 또한 반응수정계수에 대한 영향을 조사하기 위하여 4개의 다른 반응수정계수들이(9, 10, 11, 12) 각 구조물에 대하여 적용되었고 각 구조물의 고유주기 값 외의 4개의 다른 주기를 추가로 적용하여 구조물의 동적거동시 주기에 대한 영향을 조사하였다. 총 150개의 해석모델들은 50년 동안 2%의 초과확률(재현 주기 2500년)을 가진 20개의 지반운동에 대하여 평가되었다. 구조물의 성능평가를 위하여 정적 Pushover와 비선형 시간이력해석이 수행되었으며 구조물의 연성능력을 평가하기 위해서 변위연성요구가 고려되었다. 3층과 9층 구조물은 변위연성요구 값이 비교적 안정적인 거동을 보인 반면 20층 구조물은 동적 불안정성을 야기하는 요소에 의해 민감하게 나타나는 것으로 조사되었다.

• 한국전산구조공학회논문집
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• 제32권2호
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• pp.125-132
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• 2019

이 논문에서는 지진 하중을 받는 꼬인 삼각대 지지구조를 갖는 해상풍력발전기의 지진 신뢰성 해석 방법을 제시한다. 수평하중에 대해서 면외 변위가 발생하는 꼬인 삼각대지지 구조의 기하학적 특성과 지반의 비선형성을 포함한 지반-말뚝 상호작용을 고려하기 위한 구조물의 3차원 동적 유한요소 모델을 제시하였다. 지진신뢰성 평가를 위해 재현주기별 인공지진파를 사용한 시간이력 해석을 통해 말뚝 두부의 수평변위로 정의된 한계 상태식에 대하여 파괴확률을 산정하였다. 비선형 시간이력해석에 의한 한계상태식 평가를 고려하여 효율적으로 신뢰성 해석을 하기 위해 Markov Chain Monte Carlo 샘플링 방법을 적용한 부분집합 시뮬레이션 방법의 적용을 제시하였다. 제시한 방법은 2차원 모델 및 정적해석만으로는 정확한 결과를 도출할 수 없는 꼬인 삼각대 지지구조를 갖는 해상풍력발전기의 신뢰성 평가 및 설계기준 개발에 활용될 수 있음을 보였다.

• 한국산학기술학회논문지
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• 제19권2호
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• pp.50-55
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• 2018

지진은 예보가 거의 불가능하고 짧은 시간동안 일어나 지진이 발생할 때 적극적인 대처를 할 시간적인 여유가 거의 없어 다른 자연재해에 비해 인명피해와 재산피해가 많이 발생한다. 최근 전 세계적으로 지진이 빈번하게 발생하고 있다. 이와 같이 지진의 증가에 따라 구조물의 안전성 확보에 대한 연구가 활발히 진행되고 있지만 상대적으로 비구조요소인 전기 시설 등에 대한 연구는 미비한 실정이다. 그리고 현재 국내의 전기설비는 지진에 대한 안전설계를 하지 않는 경우가 많아 지진이 발생했을 때 손상에 매우 취약하다. 따라서 본 연구에서는 ABAQUS를 통해 실제 수배전반과 유사하도록 모델링을 하였고 자연지진파를 이용하여 3D 동적비선형해석을 수행하였다. 송변전설비 내진설계 실무지침서의 지진구역I과 보통지반암 조건에 따르면 기능수행수준의 최대응답가속도는 0.157g이다. 하지만 본 연구에서 일반적인 수배전반에 대한 해석결과의 0.1g에서 한계상태 도달비율은 30%로 안전하다고 볼 수 없다. 그리고 해석결과를 통해 지진취약도를 도출하고 분석하였다. 도출된 지진취약도는 수배전반의 한계상태를 판별하는 정량적 근거로 제시하고 이와 관련된 연구의 기초자료로 활용되는데 목적을 가지고 있다.

• 건축역사연구
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• 제1권2호
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• pp.68-84
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• 1992

The development of Buddhist architectures of the Unified Silla period have been generally understood to have paired pagoda instead of one which had been popular until before the unification. Besides the stylistic categorization of paired pagoda system, there had been no further investigation reported concerning whether there was any detailed process of change within the development of paired pagoda style. This paper aims to identify such change inside the development of paired pagoda style, which, externally, seems to be the same pattern of site design maintained throughout the period of Unified Silla that lasted for about three centuries. Since the temple sites of study are in the same pattern of layout, the method of investigation has to be such that can identify the subtle changes that, in external appearance, are not easily discernible. Hence, this research compared the dimensions of important measurement of five temple sites to be able to clarify the process of minor changes. Among many sites of Silla temples, only five were suitable for the research since detailed measurement were possible through field research or the report of excavation. They are the sites of Sachonwang-sa, Mangduk-sa, site of Kunsuri, and Bulguk-sa. Although the five sites have the same style of paired pagoda, it is clear that there were consistant flow of change. Even though the motivation of such change were not strong enough to change the site pattern itself, it resulted continuous minor changes such as the size and location of architectures. The size of image hall, for example, was growing larger and larger as time goes on, while, the size of Pagoda was getting smaller. In the same way, the size of middle gate became smaller while the size of lecture hall became larger, although the rate of change in these cases were not as severe as that of image hall and pagoda. At the same time, pagoda was coming closer to the middle gate leaving larger space in front of the image hall. Such aspect is even more meaningful considering the fact that the pagoda, from the 8th century in Japan and China, moved outside of the major precinct. The image hall, too, moved toward the middle gate slightly so that the space in front of the lecture hall became more spacious. Such changes, of course, were not accidental but they are the same continuous motivation of change that caused the changes before the period of unification. Enlargement of image hall and reduction of pagoda, for example, represent the changing relative importance of religious meaning. Hence, it is evident that one can not easily imterprete the development of one style only by categorizing it to be one same style. In the veiwpoint of the underlying motivation of change, the fact that one style persisted for a certain period of time, does not mean there had been no change, but means that it was the time of motivational accumulation, causing minor changes within the same style, to be able to create major change coming after.

• 대한토목학회논문집
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• 제5권2호
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• pp.91-99
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• 1985

원자력(原子力) 구조물(構造物)의 내진해석(耐震解析)에 사용(使用)되어온 입력운동(入力運動)의 가속도 크기와 지속시간(持續時間)을 조사(調査)하였다. 그 중 수치화(數値化)된 자료를 얻을 수 있었던 지속시간(持續時間) 24초(秒)인 두 개의 인공가속도(人工加速度)-시간이력곡선(時間履歷曲線)에 대하여 가속도응답(加速度應答)스펙트럼과 스펙트럼강도(强度)를 계산하여 특성(特性)을 파악하고, 지속시간(持續時間) 이외의 다른 특성(特性)이 크게 다르지 않도록 가속도(加速度) 곡선(曲線) 하나를 개선(改善)시켜 지속시간 15초(秒)의 다른 인공가속도(人工加速度)-시간이력곡선(時間履歷曲線)을 만들었다. 24초(秒)의 두 곡선(曲線)과 개선(改善)시킨 곡선(曲線)을 각각 원자력(原子力) 5, 6호계(號繼) 부품냉각건물(部品冷却建物)의 모델에 입력(入力)시켜 지진해석(地震解析)을 수행(遂行)하였다. 24초(秒)의 원(原) 곡선(曲線)과 이로부터 개선(改善)시킨 곡선(曲線)을 사용(使用)한 결과(結果)는 거의 동일(同一)하였으나, 24초(秒) 두 곡선(曲線) 사용(使用)한 결과(結果)는 그 경향(傾向)은 같으나 큰 차이(差異) 보였다. 또한 본(本) 연구(硏究)에서 사용(使用)한 모델에 개선(改善)시킨 곡선(曲線)의 사용(使用)이 컴퓨터 이용시간(利用時間)을 약 절반으로 줄일 수 있음을 알았다.

• 한국의류학회지
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• 제33권4호
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• pp.598-610
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• 2009

The aim of this study was to present a flexible and satisfactory clothing design for girls aged 4 to 6 years of age, which can be worn comfortably for 3 years, during that age range. This study focuses attention on the need for well-fitting clothes in the young girls' market, and provides a basis for development of designs that can be worn for a long time, are comfortable for children to wear, and reflect preferences of both children and parents. Documentary research was executed to examine the history and changes of children's wear. Internet and market research were carried out to understand the current situation of girls' clothing in Korea. In-depth interview subjects were girls aged 4 to 6 and their guardians. Subjects were asked questions related to children's wear size and design, and measurements were taken of child subjects. Children's wear on the Internet was found to be trendy and inexpensive but of a low quality, as was children's wear at Dongdaemun market. Children's wear at department stores was of high quality and pretty, but did not consider size much and was expensive. One problem of the Korean children's wear market was lack of a unified size system. In-depth interviewees pointed out that there are not many clothes that fit their children perfectly. Problems included t-shirt, sleeve and pants length. Parents said they preferred simple and clean designs, and children interviewees all liked pink dresses and skirts. Children's physical measurements presented by Size Korea were compared and verified with measurements taken of child interviewees, and used as a basis for patterns. The study presented two designs for girls of ages 4 to 6 to wear all through that age range. A sample was made for one of the designs, and an evaluation showed very successful results.

• Earthquakes and Structures
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• 제5권6호
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• pp.657-678
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• 2013

For economical earthquake resistant design of cable-stayed bridge tower, the use of energy dissipation systems for the earthquake protection of steel structures represents an alternative seismic design method where the tower structure could be constructed to dissipate a large amount of earthquake input energy through inelastic deformations in certain positions, which could be easily retrofitted after damage. The design of energy dissipation systems for bridges could be achieved as the result of two conflicting requirements: no damage under serviceability limit state load condition and maximum dissipation under ultimate limit state load condition. A new concept for cable-stayed bridge tower seismic design that incorporates sacrificial link scheme of low yield point steel horizontal beam is introduced to enable the tower frame structure to remain elastic under large seismic excitation. A nonlinear dynamic analysis for the tower model with the proposed energy dissipation systems is carried out and compared to the response obtained for the tower with its original configuration. The improvement in seismic performance of the tower with supplemental passive energy dissipation system has been measured in terms of the reduction achieved in different response quantities. Obtained results show that the proposed energy dissipation system of low yield point steel seismic link could strongly enhance the seismic performance of the tower structure where the tower and the overall bridge demands are significantly reduced. Low yield point steel seismic link effectively reduces the damage of main structural members under earthquake loading as seismic link yield level decreases due their exceptional behavior as well as its ability to undergo early plastic deformations achieving the concentration of inelastic deformation at tower horizontal beam.

• Earthquakes and Structures
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• 제10권2호
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• pp.329-350
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• 2016

A parametric study was conducted to investigate the seismic deformation demands in terms of drift ratio, plastic base rotation and compression strain on rectangular wall members in frame-wall systems. The wall index defined as ratio of total wall area to the floor plan area was kept as variable in frame-wall models and its relation with the seismic demand at the base of the wall was investigated. The wall indexes of analyzed models are in the range of 0.2-2%. 4, 8 and 12-story frame-wall models were created. The seismic behavior of frame-wall models were calculated using nonlinear time-history analysis and design spectrum matched ground motion set. Analyses results revealed that the increased wall index led to significant reduction in the top and inter-story displacement demands especially for 4-story models. The calculated average inter-story drift decreased from 1.5% to 0.5% for 4-story models. The average drift ratio in 8- and 12-story models has changed from approximately 1.5% to 0.75%. As the wall index increases, the dispersion in the calculated drifts due to ground motion variability decreased considerably. This is mainly due to increase in the lateral stiffness of models that leads their fundamental period of vibration to fall into zone of the response spectra that has smaller dispersion for scaled ground motion data set. When walls were assessed according to plastic rotation limits defined in ASCE/SEI 41, it was seen that the walls in frame-wall systems with low wall index in the range of 0.2-0.6% could seldom survive the design earthquake without major damage. Concrete compressive strains calculated in all frame-wall structures were much higher than the limit allowed for design, ${\varepsilon}_c$=0.0035, so confinement is required at the boundaries. For rectangular walls above the wall index value of 1.0% nearly all walls assure at least life safety (LS) performance criteria. It is proposed that in the design of dual systems where frames and walls are connected by link and transverse beams, the minimum value of wall index should be greater than 0.6%, in order to prevent excessive damage to wall members.

• 한국의상디자인학회지
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• 제11권1호
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• pp.53-62
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• 2009

Through the result of the investigation on costumes in Bulgarian regions, the main factors for the formation of Bulgarian folk costume and its kinds and history have been found out so far as follows. Alhtough varying according to the district and climate, Bulgarian folk costumes have some general features determined by the material, the pattern, the application. For women, Bulgarian costume consists of a white shirt, a single or double apron unique depending on each region(Bruchnick), a basic dress called a tunic (Soukman), and an open-tunic typed coat (saya). The main factors for the formation of Bulgarian folk costume have been under the influence of natural and environmental features and historical streams resulting from its geographical location. Bulgaria is agriculture-oriented society based on a continental climate. Accordingly, as for the classification of costumes, body-fit clothes, such as shirts and jackets which developed in Europe and fit the body shape, have featured in Bulgaria. Besides, Bulgaria was under the rule of Turk for a long time at the end of the Middle Age. Having been influenced a lot those days, its folk costume shows Turkish elements now. With geographical features, it was found that the southern area was influenced most by Turkey and Greece, and the types of folk costumes in Europe developed mainly from the northern area. The adaptation of traditional costume forms to the new cultural and progressive principles of appeal nowadays needs knowledge, as well as feeling. Finding the right measure and proportions of using old ethnic elemints in contemporary clothing is the prerequisite of successful design.