• The Journal of Sustainable Design and Educational Environment Research
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• v.21 no.3
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• pp.1-13
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• 2022

This study is a case study to identify the spatial composition and structural problems of existing schools for spatial innovation as a future school that can operate a credit system for old high schools and establish a mid-to-long-term arrangement plan as a credit system operating school capable of various teaching and learning in the future. The study results are as follows: First, most of the problems of the old high schools entailed that there was very poor connectivity between buildings as most of them were arranged in a single, standard design-type unit building and distributed in multiple buildings. In addition, the floor plan of each building is suggested to be a structure in which student exchange and rest functions cannot be achieved during the break period due to the spatial composition of the classroom and hallway concepts. Second, in the direction of the high school space configuration for future school space innovation, the arrangement plan should be established by reflecting the collective arrangement in consideration of the shortening of the movement route and the expansion of subject areas due to the movement of students on the premise of the subject classroom system. Moreover, it is desirable to provide a square-type space for rest and exchange in the central area where communication and exchange are possible according to the moving class. Third, as the evaluation criteria for relocating old high schools, a space program is prepared based on the number of classes in the future, and legal analysis of school land use and land use efficiency analysis considering regional characteristics are conducted. Based on such analysis data, mid-to-long-term land use plans and space arrangement plans for the entire school space such as the school facility complex are established.

• Proceedings of the KIEE Conference
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• summer
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• pp.680-682
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• 2004

수요관리 프로그램의 개발과 시행을 위해 서는 End-Use별로 수요예측과 잠재량 평가가 필수적이다. 업무용 전력수요는 건물용도에 따라 수요패턴이 상이하다. 여기서는 건물용도별 기준수요 예측을 위한 알고리즘과 절차를 제시하였으며, 이를 토대로 시산분석을 하였다. 용도별 전력수요는 사무실, 호텔, 병원, 도소매, 학교, 창고, 식당, 식료품, 체육시설 둥 건물용도로 구분하였으며, End-Use는 이중 6개 용도에 대해 조명, 동력, 공조, 사무, 기타 등 5개로 나누어 추정하였다.

• The Magazine for Energy Service Companies
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• s.14
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• pp.56-60
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• 2002

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.117-118
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• 2010

In this study, seismic capacities of reinforced concrete school buildings in S, G and J provinces(korea) are evaluated based on the rapid-screening method proposed in the previous research(Ref.1). And also, slight, medium and severe earthquake damage ratios, estimated in terms of ground acceleration levels(0.1g~0.25g), are also assessed herein.

• Korean Journal of Construction Engineering and Management
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• v.8 no.6
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• pp.207-215
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• 2007

The purpose of this study is to predict the long-term maintenance expense of BTL school projects which were ordered from the Ministry of Education and Human Resources Development and each Metropolitan and Province Office of Education. For conducting this study, the adapted research method includes a case study of BTL school projects ordered from Seoul Metropolitan Office of Education in 2006. After examination of initial investment based on each $school^{\circ}{\phi}s$ operation account, it estimates maintenance expense and long-term maintenance expense. Also it compare using two methods: one is the long-term maintenance expense estimation in apartment houses and the other is AEAM(annual equivalent amount method). The results of this study are as follows: 1) It is analyzed long-term maintenance expense rates of each BTL school. As a result, it is construction(14.0), civil(1.4%), mechanical(6.5%), equipment(6.5%), electronic(11.0%), fixture(5.1%) and the rest(1.0%). 2)It is applied using two methods: one is the long-term maintenance expense estimation in apartment houses and the other is AEAM. Finally, It is compared expense deflection per $100{\beta}{\ge}$ in each month.

• Proceedings of the Korea Information Processing Society Conference
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• 2017.11a
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• pp.170-173
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• 2017

최근 증강현실에 대한 관심이 증가함에 따라 증강현실 기술을 활용한 다양한 앱이 등장하고 있다. 본 논문에서는 증강현실 기술을 이용한 숙명여자대학교 안내 안드로이드 앱을 개발한다. 본 논문에서 개발한 앱은 Vuforia SDK를 이용하여 교내 건물의 외관을 인식해 해당 건물의 시설을 안내해주고 학과 잠바를 인식하여 해당 학과의 전용 시설을 안내해준다. 뿐만 아니라 증강현실로 숙명여자대학교 대표 캐릭터인 눈송이를 구현해내어 눈송이를 꾸미고 움직이게 하는 재미를 제공한다. 따라서 본 앱은 학교 안내 앱의 새로운 방향을 제시하며 신입생들의 학교 안내와 학교 캐릭터 홍보에 많은 도움을 줄 수 있을 것으로 기대한다.

• The Journal of Sustainable Design and Educational Environment Research
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• v.17 no.3
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• pp.1-8
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• 2018

We suggest improvement direction of energy-saving design based on analysis of current situation in school facilities. School facilities have large area among public buildings. While the number of students is decreasing, the number of school and energy consumption is increasing year after year. School facilities have excellent heat insulation property, but it requires further examination about excessive heat insulation plan. School facilities are using gas heat pump actively for cooling and heating, but has difference in use ratio of ground source heat pump by region. Thus School facilities requires active using of ground source heat pump and BIPV(Building Integrated Photovoltaic System).

• Journal of the Earthquake Engineering Society of Korea
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• v.13 no.5
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• pp.41-50
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• 2009

Following an earthquake, the major concerns for damaged buildings are their safety/risk in the event of aftershocks, and thus a quantitative damage assessment must be performed in order to evaluate their residual seismic capacity and to identify necessary actions for the damaged buildings. Post-event damage evaluation is therefore as essential for the quick recovery of a damaged community as pre-event seismic evaluation and strengthening of vulnerable buildings. The objective of this study is to develop a post-earthquake seismic evaluation method for RC frames with URM infill wall for typical school buildings. For this purpose, full-scale, one-bay, single-story specimens having different axial loads in columns are tested under cyclic loadings. During the tests, residual crack widths, which can also be found in damaged buildings, are measured in order to estimate the residual seismic capacity from the observed damage. In this paper, the relationship between the measured residual crack width and the residual seismic capacity is discussed analytically and experimentally, and reduction factors are proposed to estimate the residual seismic capacity based on the observed damage level.

• Magazine of the Korea Institute for Structural Maintenance and Inspection
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• v.16 no.1
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• pp.19-27
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• 2012

• Magazine of the Korea Institute for Structural Maintenance and Inspection
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• v.16 no.1
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• pp.28-36
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• 2012