• Journal of the Korean housing association
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• v.17 no.1
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• pp.59-66
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• 2006

The purpose of this study was analyzing the Transforming Characteristics of the Entrance of Privately-built Apartment housing in Daegu from the 1970s to the 2000s. First of all, this study made an investigation into the general situation of Privately-built Apartment housing and the general idea of the Entrance. Through a field study, This study was analyzing change of an era of entrance of Apartment housing till quite recently existing in Daegu. The results are as the body III follows. Results of the research through change of an era is as follows. The change tendency is not to be big before 2003, but It has under gone change after 2003. Studies show that It is the care for the old and the weak, to take interest in natural lighting, to be going to change from passing the time of space to staying space and more space, to show interest in the preservation of public peace and design. So, The Entrance of Apartment housing has a bias towards more elegant. This research look forward to having an intention of furnishing preliminary data for a residence environment of high quality.

• 한국신재생에너지학회:학술대회논문집
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• 2009.11a
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• pp.620-622
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• 2009

기존의 지능형 홈은 주거환경에서의 사용자의 편의성이 중심이 된 IT기술 기반의 홈 네트워크 중심 기술이었기 때문에 에너지 절감 측면에서의 기술 적용은 거의 이루어지지 않았으며 적용된 기술 또한 기술적 수준이 매우 미흡하였다. 본 논문에서는 이러한 주택 환경에서 에너지 절감 효율을 끌어올리기 위한 요소 인프라 기술을 유도해 내기 위해 실제 사용자의 생활 행위 패턴을 에너지 절감을 위한 구성 요소로 파악하여 실제 이러한 생활 패턴을 정형화 할 수 있는 데이터 베이스를 구축하기 위한 할 수 있는 테스트 모델을 셋업하였다. 이를 위해 복도, 출입구 그리고 현재 근무 중인 테이블에 조도 센서와 인체 감지 센서를 설치하였는데 조도 센서와 인체감지 센서는 하나의 그룹을 이루며 생활패턴을 파악하고 조도 값에 따라 실내등을 소등할 수 있도록 한다. 개개의 센서 노드에서 수집된 센싱 데이터는 브릿지에 있는 베이스 노드로 수집되고 이는 인터넷망을 통해 서버로 전달되어 DB 구축되어 진다. 이러한 시뮬레이션 테스트 모델을 통해 에너지 소비 상태를 파악하고 정형화 함으로써 에너지 절감을 위한 기술 구현이 가능해 진다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.4
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• pp.2503-2510
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• 2014

This study chiefly aims to find out the efficient ways of designing community facility convertible to refuge in case of emergency. In order to reach this goal, this study analyzed (1) definition of terminologies regarding disaster and refuge space, (2)present situation of regarding acts and standards, (3)function and spatial specialties of existing community facilities. Besides, in order to clarify the efficient design methods of 'function-convertible-type' community facility, this study executes archival research on (1)spatial requirements, (2)methods of designing futuristic community facility. When making design directives of community facilities, it is important to consider (1)vertical integration of rescue related function, (2)spatial division and architectural installation concerning privacy, (3)proper layout of locker room, shower room, toilet, etc. (4)appropriate size of unit space. It is desirable to execute the refuge function with minimum psychological anxiety in case of disaster through design guideline for 'function-convertible-type' community facility.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.33 no.5
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• pp.339-349
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• 2020

Double-leaf blast-resistant doors consisting of steel box and slab are application-specific structures installed at the entrances of protective facilities. In these structural systems, certain spacing is provided between the door and wall. However, variation in the boundary condition and structural behavior due to this spacing are not properly considered in the explosion analysis and design. In this study, the structural response and failure behavior based on two variables such as the spacing and blast pressure were analyzed using the finite element method. The results revealed that the two variables affected the overall structural behavior such as the maximum and permanent deflections. The degree of contact due to collision between the door and wall and the impact force applied to the door varied according to the spacing. Hence, the shear-failure behavior of the concrete slab was affected by this impact force. Doors with spacing of less than 10 mm were vulnerable to shear failure, and the case of approximately 15-mm spacing was more reasonable for increasing the flexural performance. For further study, tests and numerical research on the structural behavior are needed by considering other variables such as specifications of the structural members and details of the slab shear design.