• 동양고전연구
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• 제43호
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• pp.7-31
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• 2011

단종은 조선왕조 역사상 가장 불운한 임금이다. 그는 숙부인 세조에 의해 왕위를 찬탈당하고, 유배지인 영월에서 최후를 맞이한다. 영월은 이렇게 비극적인 인물의 마지막을 여러 설화들을 통해 선명하게 기억하고 있다. 이 연구에서는 단종과 관련된 설화 중 현대에 형성되었을 것으로 추정되는 작품들을 대상으로 하였다. 설화의 형성 시기를 명확히 알 수는 없다. 그러나 경험담의 형태로 연행된 설화는 이야기의 주인공이 살았던 시대가 설화의 형성 시기라 할 수 있을 것이다. 여기에 시대를 알 수 있는 물건이나 요소가 이야기 속에 들어 있다면 그 시기를 밝혀낼 수 있을 것이다. <영모전 잔디 밑 시신>과 <경찰서장의 꿈>, <태백산 단종 비각과 장릉>은 모두 현대에 창작되었다. 하지만 이 설화들은 전혀 새로운 내용의 이야기가 아니다. 기존에 전승되어 오던 설화들이 바탕이 되고, 거기에 개인적 경험담이 결합되어 재창작에 가까운 파생이 일어나는 것이다. 이렇게 현대에 만들어진 단종 설화들은 몇 가지 특징을 가지고 있다. 첫째, 단종 설화를 현대까지 유지시키는 전승력이 비극성과 신성성에서 일반적 기이함으로 확장되었다. 단종의 슬픔과 그 원한으로 인한 신적 능력은 시간이 흐르면서 약해지게 되고, 그것은 누구나 겪을 수 있는 신기한 일로 대치된다. 둘째, 현대 단종 설화는 민담적 성격을 지닌다. 단종 설화는 인물 전설에서 신격화를 통한 신화로 발전하였다. 이 신화는 현대로 오면서 누구나 겪을 수 있을 만한 민담의 형태로 변형된 것이다. 셋째, 단순한 변이가 아니라 경험담의 형태로 재창작되었다. 개인적 경험담이 기존의 설화들과 결합되면서 새로운 설화 작품으로 재창작되었다는 것이다. 현대 단종 설화를 통해 역사 속 인물에 대한 설화가 현대에도 창작될 수 있다는 점을 볼 수 있었다. 또한 개인적인 경험담이 설화로 정착되는 과정을 살펴볼 수 있었다. 경험담과 같이 현대에 창작되고 있는 수많은 설화들에도 관심을 가져야할 때이다.

• 한국공간구조학회논문집
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• 제10권3호
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• pp.49-56
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• 2010

본 연구에서는 스마트 최상층 면진시스템을 적용한 고층건물의 풍응답 제어성능을 검토해보았다. 이를 위하여 77층 초고층 건물을 예제구조물로 선택하였고 풍동실험을 통해서 얻은 풍하중을 사용하여 수치해석을 수행하였다. 예제구조물의 최상층은 FPS 및 MR 감쇠기로 구성된 스마트 면진시스템을 이용하여 주구조물과 분리된다. 주구조물의 동적응답을 저감시키는 것이 스마트 최상층 면진시스템의 가장 중요한 목표이지만 면진된 최상층의 과도한 응답은 구조물을 불안정하게 만들 수 있다. 따라서, 본 연구에서는 면진된 최상층과 주구조물을 효과적으로 제어하기 위하여 스카이훅제어기를 제어알고리즘으로 사용하였다. 제안된 스마트 최상층 면진시스템의 제어성능을 검토하기 위하여 일반적인 수동 최상층 면진시스템의 제어성능과 비교하였다. 수치해석결과 제안된 스마트 최상층 면진시스템을 이용하면 일반적인 수동 최상층 면진시스템에 비해서 면진층의 변위를 효과적으로 줄이면서도 구조물의 응답을 저감시킬 수 있음을 확인할 수 있었다.

• Earthquakes and Structures
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• 제26권1호
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• pp.17-30
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• 2024

Earthquakes can lead to substantial damage to buildings, with long-period ground motion being particularly destructive. The design of high-performance building structures has become a prominent focus of research. The double-story isolated structure is a novel type of isolated structure developed from base isolated structure. To delve deeper into the building performance of double-story isolated structures, the double-story isolated structure was constructed with the upper isolated layer located in different layers, alongside a base isolated structure for comparative analysis. Nonlinear elastoplastic analyses were conducted on these structures using different ground motion inputs, including ordinary ground motion, near-field impulsive ground motion, and far-field harmonic ground motion. The results demonstrate that the double-story isolated structure can extend the structural period further than the base isolated structure under three types of ground motions. The double-story isolated structure exhibits lower base shear, inter-story displacement, base isolated layer displacement, story shear, and maximum acceleration of the top layer, compared to the base isolated structure. In addition, the double-story isolated structure generates fewer plastic hinges in the frame, causes less damage to the core tube, and experiences smaller overturning moments, demonstrating excellent resistance to overturning and a shock-absorbing effect. As the upper isolated layer is positioned higher, the compressive stress on the isolated bearings of the upper isolated layer in the double-story isolated structure gradually decreases. Moreover, the compressive stress on the isolated bearings of the base isolated layer is lower compared to that of the base isolated structure. However, the shock-absorbing capacity of the double-story isolated structure is significantly increased when the upper isolated layer is located in the middle and lower section. Notably, in regions exposed to long-period ground motion, a double-story isolated structure can experience greater seismic response and reduced shock-absorbing capacity, which may be detrimental to the structure.

• 아동학회지
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• 제22권1호
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• pp.227-240
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• 2001

This review examined trends in research on the assessment of Korean children's story comprehension. Specific areas that were analyzed included types of questions asked in the assessment and variables treated as relevant to the assessment of story comprehension. Literal, inferential, and critical questions were identified. Among the 33 studies reviewed, 20 used all 3 types of questions, the other 13 used only literal questions. The studies using only literal questions interpreted comprehension of a story as "comprehension of letters and/or components of a story." The other studies interpreted it as "comprehension of implied meaning of a story." Other relevant variables were "teaching strategies" (29 studies) and "structural components" (4 studies). None of the studies treated "children's internal variables related to story comprehension."

• 한국HCI학회:학술대회논문집
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• 한국HCI학회 2008년도 학술대회 2부
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• pp.645-650
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• 2008

엔터테인먼트 산업의 OSMU의 중심에 있는 영화와 게임, 두 매체간의 소재와 스토리의 공유가 활발히 이루어지고 있으나 성공적인 사례는 극히 일부분에 불과한 것이 현실이다. 영화의 게임화, 게임의 영화화에 있어 성공적 스토리텔링을 좌우하는 중심 요소는 바로 Story Value라 할 수 있을 것이다. 본 논문에서는 영화의 게임화와 게임의 영화화의 두 가지 경우에서의 Story Value의 비교 분석을 통해 두 매체 사이의 호환성 있는 스토리텔링 및 캐릭터 설정 방식을 제시해보고자 한다.

• 국제초고층학회논문집
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• 제7권3호
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• pp.233-242
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• 2018

Since the response reduction effect on over 200-meter-tall resulting from the seismic isolation system is smaller in general than low-rise and mid-rise buildings, mid-story isolated buildings are considered to reduce the response in the upper part above the isolation story, however, in many cases, the acceleration response just below the isolation story is likely to be the largest. This paper presents the structural design schemes, the design of the main structural frames, and the constructions of a 230-meter-tall super high-rise building with mid-story isolation mechanism integrated in Roppongi, Tokyo. Moreover, this paper shows how the architectural and structural design for integrating a mid-story isolation system in a super high-rise building has been conducted and what solutions have been derived in this project. The realization of this building indicates new possibilities for mid-story isolation design for super high-rise buildings.

• 아동학회지
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• 제33권3호
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• pp.99-117
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• 2012

The purpose of this study was to investigate children's theory of mind in pretend play and story-making, from a qualitative perspective. Three-to-five year old children participated in group play and individual story-making activities. Children's narratives undertaken in two tasks were video-taped, transcribed, analyzed and reorganized into three key propositions, in consideration of the field notes that the researcher had taken. The children started their pretend play and story-making activities by 'forming connections among minds' of participants or story components. They continued to engage in pretend play and story making by 'dealing minds constructively and consistently' to keep their themes. Finally they resolved discordances in play and story-making by 'settings different mind windows and moving among them flexibly'.

• 국제초고층학회논문집
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• 제3권2호
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• pp.121-145
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• 2014

The story shear force distributions of most seismic design codes generally reflect the influences of higher vibration modes based on the elastic deformations of structures. However, as the seismic design allows for the plastic behavior of a structure, the story shear force distribution shall be effective after it is yielded due to earthquake excitation. Hence this study conducted numerical analyses on the story shear force distributions of most seismic design codes to find out the characteristics of how a structure is damaged between stories. Analysis results show that the more forces are distributed onto high stories, the lower its concentration is and the more energy is absorbed. From the results, this study proposes the optimum story shear force distribution and its calculation formula that make the damages uniformly distributed onto whole stories. Consequently, the story damage distribution from the optimum calculation formula was considerably more stable than existing seismic design codes.

• Steel and Composite Structures
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• 제41권5호
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• pp.663-679
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• 2021

To elucidate the differences in the collapse behavior between a single-story beam-column assembly and multi-story frame, two 1/3-scale two-bay composite frames, including a single-story composite beam-column assembly and a three-story composite sub-frame, were designed and quasi-statically tested. The load-displacement responses, failure modes, and internal force development of the two frames were analyzed and compared in detail. Furthermore, the resistance mechanisms of the two specimens were explored, and the respective contributions of different load-resisting mechanisms to the total resistances were quantitatively separated to gain deeper insights. The experimental tests indicated that Vierendeel action was present in the two-dimensional multi-story frames, which led to an uneven internal force distribution among the three stories. The collapse resistance of TSDWA-3S in the flexural stage was not significantly increased by the structural redundancy provided by the additional story, as compared to that of TSDWA-1S. Although the development of the load response was similar in the two specimens at flexural stage, the collapse mechanisms of the multi-story composite frame were much more complicated than those of the single-story beam-column assembly, and the combined action between stories was critical in determining the internal force redistribution and rebalancing of the remaining structure.

• 한국공간구조학회논문집
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• 제12권4호
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• pp.71-80
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• 2012

Because a smart isolation system cannot be used as a base isolation system for tall buildings, top-story or mid-story isolation systems are required. In this study, adaptability of a smart top-story isolation system for reduction of seismic responses of tall buildings in regions of low-to-moderate seismicity has been investigated. To this end, 20-story example building structure was selected and an MR damper and low damping elastomeric bearings were used to compose a smart base isolation system. Artificial earthquakes generated based on design spectrum of low-to-moderate seismicity regions are used for structural analyses. Based on numerical simulation results, it has been shown that a smart top-story isolation system can effectively reduce both structural responses and isolation story drifts of the building structure in low-to-moderate seismicity regions in comparison with a passive top-story isolation system.