• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.13 no.4
• /
• pp.1872-1879
• /
• 2012

By analyzing the use of outdoor space in apartment complex and finding empirical proof which is concrete and systemic, this study focuses on the relationship between residents' daily lives and physical space. This study tries to find out the types and characteristics of outdoor space which causes the occurrence of residents' use in High-Rise apartment housing Estates, and analyzes the residents' usage pattern of outdoor space in eight different apartment complexes which were builted since 2004. After analyzing the usage pattern of outdoor space, the usage of playground was ranked highest and playing, talking, exercising, resting was in order. Especially it was found that the usage inside semi-public space where passing is abundant increases.

• Proceedings of the Korean Institute of Landscape Architecture Conference
• /
• 2008.03a
• /
• pp.83-88
• /
• 2008

• 주택과사람들
• /
• s.196
• /
• pp.46-49
• /
• 2006

송파구의 고층 아파트 숲을 지나 거여ㆍ마천동으로 들어서면 빌라 주택들 사이로 판잣집들이 옹기종기 모여 있는 모습을 볼 수 있다. 강남권 프리미엄과 함께 뉴타운,송파신도시,장지지구 등 개발 호재가 많은 거여ㆍ마천 뉴타운 지역을 취재했다.

• Proceedings of the Korean Environmental Sciences Society Conference
• /
• 2006.05a
• /
• pp.149-150
• /
• 2006

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
• /
• 1999.11a
• /
• pp.89-94
• /
• 1999

• 주택과사람들
• /
• s.195
• /
• pp.32-37
• /
• 2006

하이라이징(High-rising)빌딩으로 탈바꿈 중인 종로와 중구 일대. 1980년대 재개발 구역으로 지정됐던 이들 도심의 지역은 고층 빌딩이나 주상복합 아파트로 재개발이 실시되고 있다. 4대문 안 도심 재개발의 현장을 찾았다.

• Journal of the Earthquake Engineering Society of Korea
• /
• v.3 no.1
• /
• pp.1-8
• /
• 1999

Dynamic elastoplastic LPM (lumped parameter mass) analyses are carried out in order to investigate the seismic resistant performance of a typical high-rise shear wall apartment subjected to several earthquakes. Three-dimensional nonlinear pushover analysis is adopted to estimate initial elastic stiffness, yielding strength and post-yielding stiffness of each story for the time history analysis of LPM shear model. For the hysteresis of each story, Clough and bilinear models are used with the input of four recorded earthquake ground motions of EI Centro 1940 NS, Taft 1952 EW, Hachinohe 1968 NS and Kobe 1995 NS, of which the amplitudes are scaled down to have the same maximum ground velocity of 12 kine. The result shows that yieldings take place in most storys of the building, i.e. the earthquake resistant capacity of this high-rise shear wall apartment is not sufficient at the event of earthquake M=5~6.

• Journal of the Korean housing association
• /
• v.20 no.3
• /
• pp.19-26
• /
• 2009

The purpose of this study is to classify roof styles about high-rise apartment complexes in these days. Specially, it is focused on those in Daegu city. It has analyzed for 75 apartment complexes in Daegu city. Those complexes are all over 300 houses each and were built from 2004 to 2007. Generally, roof styles about high-rise apartment complexes are classed as a flat roof style and a slope-sided roof style. Types of the flat roof style were divided a flat roof style and a eyebrows roof style. And, types of the slope-sided roof style were divided a single slope-sided roof style, a gable roof style, and a hipped roof style. The curved roof style didn't show up at these cases. According to this study, the slope-sided roof style including the gable roof style was revealed the most common roof style about high-rise apartment complexes in Daegu city from 2004 to 2007. Among 76 cases of roof styles, the number of the gable roof style is 52, and the number of flat roof style is 18. Each roof style was changed for more decorative shape. Specially, in case of the flat roof style, 17 cases for 18 cases are built as a decorative flat roof style. and, 15 for 52 gable roof style cases are built as a decorative style, too. According this case study, we are able to know that the sort of roof style was advanced variously and decoratively, and the shape of roof style was combined more than 2 decorative factors. The roof style of high-rise apartment complex in future will be more various and decorative than this time and will be develop compositively.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.32 no.3
• /
• pp.149-154
• /
• 2019

The structural system of domestic high-rise apartments can be divided into two parts; the core wall system, which is composed of walls concentrated in the center and the shear wall system, which comprises a great number of walls distributed in the plan. In order to analyze the lateral behavior of each system, buildings with typical domestic high-rise apartment plans were selected and nonlinear static analysis was performed to investigate the their collapse mechanism. From the force-displacement relation derived from nonlinear static analysis, response modification factor was evaluated by calculating the overstrengh and ductility factor, which are important in the seismic response. The ductility of core wall system is small, but as it is governed by wind load, its overstrength is greatly estimated, and its response modification factor is calculated by the overstrengh factor. Due to a large number of walls, shear wall system has a large ductility, making the response modification factor considerably large.

• Proceedings of the Korean Institute of Industrial Safety Conference
• /
• 2003.05a
• /
• pp.218-222
• /
• 2003

아파트, 사무소 고층건물 공사시 리프트는 공사진척에 획기적 기여를 해왔다. 당연히, 이로 인한 년간사고가 적지 않았다. 한국산업안전공단 분기별 발행되는 중대재해 사고사례집에서 제시하고 있는 최근 5년간 리프트 사고통계에 의하면, 97년도 22건, 98년 15건, 99년 8건, 2000년 12건, 2001년 14건으로 조사되었다. 사고 기인별 내용으로는 물 자체의 결함, 안전방호장치결함, 복장·보호구의 결함, 물의배치 및 작업장의 불량, 작업환경의 결함, 생산공정의 결함, 경계표시 및 설비결함으로 나타났다.(중략)