• Title/Summary/Keyword: story

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A study on Contemporary Transmission Aspect of Traditional Danjong Story - With a focus on the Lee Gab Soon Yeonhaengbon (단종 설화의 현대적 전승 양상 연구 - 이갑순 씨 연행본을 중심으로 -)

Performance Evaluation of Vibration Control of a Smart Top-Story Isolation System (스마트 최상층 면진시스템의 진동제어 성능평가)

  • Kang, Joo-Won;Kim, Tae-Ho;Kim, Hyun-Su
    • Journal of Korean Association for Spatial Structures
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    • v.10 no.3
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    • pp.49-56
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    • 2010
  • In this study, the control performance of a smart top-story isolation system for tall buildings subjected to wind excitation was investigated. To this end, a 77-story tall building structure was employed and wind loads obtained from wind tunnel test were used for numerical simulations. The top-story of an example structure is separated from the main structure by a smart base isolation system composed of friction pendulum systems (FPS) and MR dampers. The primary purpose of the smart top-story isolation system is to mitigate the dynamic responses of the main structure, but the excessive movement of the isolated top story may cause the unstableness of the building structure. Therefore, the skyhook control algorithm was used to effectively reduce both responses of the isolated top story and the main structure. The control performance of the proposed smart top-story isolation system was investigated in comparison with that of the passive top-story isolation system. It has been shown from numerical simulation results that the smart top-story isolation system can effectively reduce wind-induced responses of the example building structure compared to the passive top-story isolation system with reduction of the top-story movement.

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Key technologies research on the response of a double-story isolated structure subjected to long-period earthquake motion

  • Liang Gao;Dewen Liu;Yuan Zhang;Yanping Zheng;Jingran Xu;Zhiang Li;Min Lei
    • Earthquakes and Structures
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    • v.26 no.1
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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.

Assessment of Children's Story Comprehension : A Review of Research (유아의 이야기 이해에 관한 연구들에 대한 고찰)

  • Chae, Jong Ok
    • Korean Journal of Child Studies
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    • v.22 no.1
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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."

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Analyze on Compatible Story Value between Games and Films (영화와 게임의 호환 가능한 Story Value 분석 - 영화의 게임화, 게임의 영화화 사례를 중심으로)

  • Lee, Ja-Hye
    • 한국HCI학회:학술대회논문집
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    • 2008.02b
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    • pp.645-650
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    • 2008
  • Currently, the motion picture and game are leading the entertainment industry based on "One Source Multi Use" system, Games and films hold widely the subjects and stories in common, but we seldom find the successful cases, In each case of cinematizing game or making game of a film, the question is "Story Value" the essential of storytelling. This study cross analyzed Story Value of both cases of games based on the films and cinematized games, and propose an compatible Story Value between games and films.

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Structural Design of Mid-Story Isolated High-Rise Building - Roppongi Grand Tower

  • Nakamizo, Daiki;Koitabashi, Yuichi
    • International Journal of High-Rise Buildings
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    • v.7 no.3
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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.

Children's Theory of Mind in Pretend Play and Story-Making (가작화 놀이와 이야기 만들기에서 나타나는 유아의 마음 다루기)

  • Song, Young-Joo
    • Korean Journal of Child Studies
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    • v.33 no.3
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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'.

A Study on Optimum Distribution of Story Shear Force Coefficient for Seismic Design of Multi-story Structure

  • Oh, Sang Hoon;Jeon, Jongsoo
    • International Journal of High-Rise Buildings
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    • v.3 no.2
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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.

Collapse-resistant performance of a single-story frame assembly and multi-story sub-frame under an internal column-removal scenario

  • Zhong, Wei-hui;Tan, Zheng;Tian, Li-min;Meng, Bao;Zheng, Yu-hui;Daun, Shi-chao
    • Steel and Composite Structures
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    • v.41 no.5
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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.

Investigation of Adaptability of Smart Top-Story Isolation System to Structures in Regions of Low-to-Moderate Seismicity (스마트 최상층 면진시스템의 중약진지역 적용성 평가)

  • Kim, Hyun-Su;Kang, Joo-Won
    • Journal of Korean Association for Spatial Structures
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    • v.12 no.4
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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.