• 제목/요약/키워드: suspended building structure

검색결과 14건 처리시간 0.017초

사무공간 구조에 따른 실내공기 중 생물학적 오염분포 특성 (Microbiological Contamination in Office Buildings by Work Space Structure)

  • 원동환;허은혜;정호철;문경환
    • 한국환경보건학회지
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    • 제38권3호
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    • pp.213-222
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    • 2012
  • Objectives: This study was undertaken in order to evaluate by work space zoning and structure the concentrations of biological contaminants in the indoor air of domestic office buildings. Methods: Air samples were collected in the office spaces of 15 office buildings in Seoul from June 28 to July 28, 2011. Prior to the sampling, each office was classified into 'open-plan office', 'cellular office' and 'mixed office' according to the work space zoning. To evaluate the biological contamination of indoor air, total suspended bacteria (TSB), Gram positive bacteria (GPB), Staphylococcus aureus (S.A), Methicillin-resistant Staphylococcus aureus (MRSA), Gram negative bacteria (GNB) and fungi were investigated. During the sampling, temperature, relative humidity and carbon dioxide ($CO_2$) were measured. Results: The TSB concentrations ($GM{\pm}GSD$) were $452({\pm}1.3)cfu/m^3$ in open-plan offices, $366({\pm}1.3)cfu/m^3$ in cellular offices and $287({\pm}1.5)cfu/m^3$ in mixed offices, and there were significant differences between the three groups (p<0.05). The highest concentrations ($GM{\pm}GSD$) of fungi were found in the indoor air of cellular offices $128({\pm}1.0)cfu/m^3$, which was at least three times higher than the concentrations in mixed offices $43({\pm}1.0)cfu/m^3$ (p<0.05). Conclusions: Microbiological contamination in the indoor air of office buildings by work space structure was the highest with the open-plan office layout which includes no high walls or doors separating the occupants.

Vertical uplift of suspension equipment due to hanger slackening: Experimental and numerical investigation

  • Yang, Zhenyu;He, Chang;Mosalam, Khalid M.;Xie, Qiang
    • Structural Engineering and Mechanics
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    • 제82권6호
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    • pp.735-745
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    • 2022
  • The suspension thyristor valve can generate tremendous vertical acceleration responses in layers and large tension forces in hangers. A shaking table test of a scaled-down model of thyristor valves suspended on a hall building is performed to qualify the risk of vertical uplift of two representative types of valves, the chain valve and the rigid valve. Besides, an analytical model is established to investigate the source of the slackening of hangers. The test results show that the valves frequently experience a large vertical acceleration response. The soft spring joint can significantly reduce acceleration, but is still unable to prevent vertical uplift of the chain valve. The analytical model shows a stiffer roof and inter-story connection both contribute to a higher risk of vertical uplift for a rigid valve. In addition, the planar eccentricity and short hangers, which result in torsional motion of the valve, increase the possibility of vertical uplift for a chain valve. Therefore, spring joints with additional viscous dampers and symmetric layout in each layer are recommended for the rigid and chain valve, respectively, to prevent the uplift of valves.

드 스틸의 조형적 건축, 그 유토피안 비전 (The 'Plastic Architecture' of De Stijl, Its Utopian Vision)

  • 윤난지
    • 미술이론과 현장
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    • 제9호
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    • pp.151-170
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    • 2010
  • As an art group, De Stijl (1917-1931) led a total art movement encompassing painting, sculpture, design, and architecture. Among these, architecture, as a model of the total art pursued by the group, was encapsulated by the term 'plastic architecture.' The term reflects architecture's shared features with plastic art, especially its pictorial characteristics. Firstly, De Stijl architecture shares geometric form with painting. Assembled in simple, clear and rational structures, the geometric forms signified universal forms, and extended the pictorial experimentation that Mondrian exercised through Neo-Plasticism to architecture. Constructed with colour fields made of concrete wall, De Stijl architecture is geometric abstract painting embodied in space. Together with such pictorial characteristics, large plate glass windows, narrow window frames, and cantilever structure minimize the building's visual weight. De Stijl architecture, which appears suspended in the air, is an architectural version of the abstract paintings of the era that revealed unknown spaces beyond perspective. De Stijl architecture is also an 'open' architecture, where the units placed as if radiating from the center form relations with each other flexibly and organically. The observer in such a space is encouraged to experience space within time, as his/her physical and visual mobility and extension are maximized. De Stijl architecture is an example of how the time-space continuum, represented within picture frame through Cubism, Futurism, and abstract art, can be realized in space. By transforming the ideal space of painting into real space in this way, 'plastic architecture' turned out to be an architectural manifestation of the utopianism of the era, aimed at building a society in 'perfect harmony.' However, such rationalism and universalism are not free from the violence of totalization that deletes various differences. This is evident in the history that followed as the geometric form of architecture and urban planning proliferated across the globe, engulfing the diverse natural landscapes and local cultures.

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2차원 모형실험 및 수치해석을 통한 현수교 터널식 앵커리지의 인발거동 특성 분석 (Analysis of Pull-out Behavior of Tunnel-type Anchorage for Suspended Bridge Using 2-D Model Tests and Numerical Analysis)

  • 서승환;박재현;이성준;정문경
    • 한국지반공학회논문집
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    • 제34권10호
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    • pp.61-74
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    • 2018
  • 본 연구에서는 케이블 인발하중이 작용하는 현수교의 앵커리지 종류 중 터널식 앵커리지의 인발거동 특성을 축소모형실험과 수치해석을 통하여 분석하였다. 터널식 앵커리지는 국내외 적용사례가 적고 파괴형태 및 안전율 등 설계기법이 명확히 정립되어 있지 않아 설계기법 개선과 관련한 연구가 필요한 실정이다. 이에 국내 최초로 터널식 앵커리지가 적용된 울산대교를 대상으로 형상 및 구조를 단순화하여 축소모형실험을 수행하였다. 모형실험에서 앵커리지 구체와 주변 암반을 석고혼합물로 구현하였고, 평면 변형률 조건에서 인발 거동 특성을 조사하였다. 모형실험결과 터널식 앵커리지의 최종 인발 파괴모드는 울산대교의 설계시 가정한 바와 달리 쐐기(wedge)형태로 나타났다. 이를 검증하기 위해 유한요소해석 프로그램인 ABAQUS를 사용하여 수치해석을 시행하였고, 모형실험결과와 동일한 인발 파괴 거동을 확인할 수 있었다. 수치해석에서는 추가적으로 모형재료의 포아송비 및 주변암반의 강도 변화에 따른 영향을 조사하였다. 그 결과 극한 인발상태까지는 포아송비에 따른 영향이 적은 것으로 나타났고, 주변암반의 강도가 앵커리지 구체의 강도보다 10배 이상 큰 특수한 경우에 한하여 앵커리지가 주변 암반의 경계면을 따라 빠져나오는 소위 플러그(plug)형태의 파괴모드가 발생할 수 있음을 확인하였다.