• Title/Summary/Keyword: 세종건축

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회원작품

  • 대한건축사협회
    • 건축사
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    • 10호통권116호
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    • pp.39-62
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    • 1978
  • PDF

회원작품

  • 대한건축사협회
    • 건축사
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    • 6호통권112호
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    • pp.45-62
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    • 1978
  • PDF

의료시설 관련 기준 비교와 환경 조사를 통한 의료시설 지침 및 현황 분석 (Comparison of Standards for healthcare Facilities and Environmental Investigation to Analyze Guidelines and Current Status of Healthcare Facilities)

  • 조예림;김기훈;성민기
    • 의료ㆍ복지 건축 : 한국의료복지건축학회 논문집
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    • 제28권4호
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    • pp.51-60
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    • 2022
  • Purpose: This study aims to analyze and supplement the standards related to healthcare facilities, negative pressure isolation wards, and emergency treatment facilities. In addition, through environmental investigations, analysis of emergency remodeling cases centered on the structural and HVAC characteristics of healthcare facilities is conducted. Methods: Domestic and foreign standards related to healthcare facilities were analyzed. Field investigations and architectural drawing analysis of general and emergency treatment facilities were conducted. Results: Healthcare facilities have different space classifications and air conditioning methods depending on the site situation. Emergency treatment facilities are classified into cases where the HVAC system is remodeled and portable negative pressure unit is installed, and some facilities did not meet the standards for differential pressure and air change rate. Implications: When developing emergency remodeling technology, remodeling and safety evaluation guidelines, it is considered possible to propose clearer guidelines for emergency remodeling treatment facilities for infectious diseases in Korea by referring to the results of this study.

H강재와 UHPC압축블록을 적용한 슬래브용 열교차단 단열구조체 실험 및 해석연구 (Experiment and Analysis of Load-Bearing Insulations for Slabs Thermal Breaks composed by H-Shaped Stainless Steel and UHPC Blocks)

  • 김재영;이가윤;유영종;안상희;이기학
    • 한국공간구조학회논문집
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    • 제23권3호
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    • pp.35-43
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    • 2023
  • This study aims to evaluate the structural safety of a structural thermal barrier, installed inside the structure of a building and performed the role of a load-bearing element and an insulation simultaneously, contributing to the realization of net-zero buildings. To ensure the reliability of the analysis model, the analysis results derived from LS-DYNA were compared with the experimental results. Based on the results shown through the flexural experiment, the reliability of the thermal cross-section insulation structure model for slabs was validated. In addition, the effect of the UHPC block on the load support performance and its contribution to vertical deflection was verified.

적층방향에 따른 3D프린팅 콘크리트의 면내 및 면외 구조 성능 평가 연구 (In-Plane and Out-of-Plane Test and FEM Analysis of 3D Printing Concrete Specimens According to Stacking Direction)

  • 안효서;이가윤;이성민;신동원;이기학
    • 한국지진공학회논문집
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    • 제27권6호
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    • pp.321-330
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    • 2023
  • In this study, the structural performance of the specimen fabricated through 3D printing was evaluated through monotonic loading experiments analysis to apply to 3D printed structures. The compression and flexural experiments were carried out, and the experimental results were compared to the finite element model results. The loading directions of specimens were investigated to consider the capacity of specimens with different curing periods, such as 7 and 28 days. As a result, the strength tended to increase slightly depending on the stacking direction. Also, between the 3D-printed panel composite and the non-reinforced panel, the bending performance depended on the presence or absence of composite reinforcement.

뒤채움재의 물성과 지반의 강성에 따른 석축 문화재의 구조 안정성 평가 연구 (A study on the evaluation of structural stability of masonry cultural heritage based on the characteristics of the back-fill material and the stiffness of the ground)

  • 이가윤;이성민;김재영;이기학
    • 한국공간구조학회논문집
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    • 제24권2호
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    • pp.53-63
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    • 2024
  • The cultural heritage of fortresses is often exposed to external elements, leading to significant damage from stone weathering and natural disasters. However, due to the nature of cultural heritage, dismantling and restoration are often impractical. Therefore, the stability of fortress cultural heritage was evaluated through non-destructive testing. The durability of masonry cultural heritages is greatly influenced by the physical characteristics of the back-fille material. Dynamic characteristics were assessed, and endoscopy was used to inspect internal fillings. Additionally, a finite element analysis model was developed considering the surrounding ground through elastic wave exploration. The analysis showed that the loss of internal fillings in the target cultural heritage site could lead to further deformation in the future, emphasizing the need for careful observation.