• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• v.39 no.6
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• pp.14-21
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• 2010

초고층 주거건물의 공조 및 환기 특성을 이해하고, 이에 적합한 히트펌프의 종류와 시스템 구성 방법 및 환기 장치 등의 선정 주안점을 소개하고자 한다.

• 방재와보험
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• s.131
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• pp.11-13
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• 2009

초고층 건물은 그 높이에 비례하여 복잡성이 증가하므로 소방 측면에서도 다양한 문제들이 발생하게 된다. 초고층 건물은 건물 이용자의 인원 수, 재산가치, 사고 시 사회에 미칠 파장 등으로 인해 높은 수준의 화재안전대책이 요구된다.

• Journal of the Korea Concrete Institute
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• v.16 no.1 s.79
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• pp.36-42
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• 2004

Although steel-reinforced concrete(SRC) is widely used in a high-rise building, a methods used to predict the column shortening of SRC structural members has many problems in applying a theoretical equation which considers only the material characteristics of reinforced concrete. In this study, the degree of accuracy of the existing method calculating the column shortening of a high-rise building is examined. For this, first, the actual measurement data are chosen about the column shortening of a high-rise building established with SRC structural members. Then the column shortening of a SRC structural member is calculated through computer program. Finally, the comparison between the measurement data and the analytical ones is executed. According to this study, it can be concluded that there is little difference between the former and the latter. Therefore, the existing method can be used to evaluate the column shortening of a high-rise building using a SRC structural members.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.26 no.1
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• pp.89-97
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• 2013

With regard to complex-shaped tall buildings whose plans and constructions have been gradually on the increase, this study was aimed to analyze their structural behaviors during construction by applications of construction sequences analyses to prototype models. For twisted tall buildings, total 18 models of with three conditions of a lateral load-resisting system, a twisting angle, and a construction method were selected. A diagrid system and a braced tube system were applied as a lateral load-resisting system. For each lateral load-resisting system, three types of plan with $0^{\circ}$, $1^{\circ}$, and $2^{\circ}$ twisting angles and three construction methods with construction sequences of exterior tube and interior frame were assumed. The structural performances of tall buildings under constructions were analyzed with results of lateral displacements from construction sequence analyses. Also, construction performances of the construction period and the maximum lift weight were compared.

• Journal of the Korean GEO-environmental Society
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• v.20 no.12
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• pp.5-14
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• 2019

Recently in Korea, researches on seismic analyses for high-rise buildings in a large city have been increasing because earthquakes have occurred. However, the ground conditions are not included in most of seismic researches and analyses on a high-rise building. Also the influence of the predominant period of a seismic wave is not considered in reality. Therefore, in this study, the influence of the predominant period of a seismic wave on the dynamic behavior of high-rise buildings was analyzed based on the complete system model which can consider the grounds. For this purpose, 2D dynamic analyses based on a linear time history analysis were performed using MIDAS GTS NX, a finite-element based program. Dynamic behavior was analyzed in terms of horizontal displacements, drift ratios, bending stresses, and building weak zones. As a result, in overall, the dynamic response of a high-rise building become bigger as the predominant period of a seismic wave become longer. It was also found that the predominant period had a greater influence than other parameters, ground conditions and peak ground acceleration.

• Journal of Korean Tunnelling and Underground Space Association
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• v.20 no.6
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• pp.973-987
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• 2018

Most of the previous seismic analyses have been carried out by separating the ground and structures, and there is a lack of comparative study on the dynamic behavior of high-rise and low-rise buildings. Therefore, in this study, the sensitivity analysis was performed with selected parameters by using a finite element analysis program in order to grasp the dynamic behavior of high-rise and low-rise buildings. As a result, it was turned out that the horizontal displacement, the interstory drift ratio, and the bending stress of a high-rise building were more affected by a long seismic wave than a low-rise buildings. Also, the weak parts of a high-rise and low-rise building were more affected by type of seismic wave than the ground conditions. Therefore, it is inferred that it will be helpful for seismic designs to consider the influence of ground conditions and seismic wave type on buildings.

• 월간 기계설비
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• s.113
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• pp.53-62
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• 1999

• Korea Journal of Geothermal Energy
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• v.9 no.2
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• pp.16-21
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• 2013

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2003.11a
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• pp.527-532
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• 2003

아파트의 층간소음저감을 위한 다양한 기술이 개발되고 있다. 콘크리트 건물의 단일층을 경계로 한 소음저감을 위한 공기음의 투과손실을 증가하는 방법이 주로 적용되고 있으나, 철골조 초고층아파트 스포츠 시설 운영시 이에 대한 대책으로 공기음의 대책과 구조음의 대책을 두단계에 걸쳐 수립하였다. 초고층 아파트 내부에 스포츠 시설의 배치는 이를 이용하는 사용자에게 편리성의 주지만 철골조의 특성상 충격성 진동원이 발생하는 스포츠 시설은 상하부층인 아파트에 소음진동의 연향으로 인해 이를 방지하는 설계가 요구된다. 일반적인 아파트의 충간 소음진동문제는 이를 발생시키는 상부거주자의 예절과 충간 소음진동 저감 기술이지만 아파트내부의 동일층을 경계로 위치한 스포츠 시설은 시설의 사용성에 반해 하부층에 미치는 영향을 기술적으로 저감하여야 한다. 입주한 초고층아파트의 스포츠 시설에서 발생하는 소음진동 민원문제를 풀기 위하여, 하부층 민원인이 느끼지 못하는 수준의 소음과 진동 허용치를 상호 결정하고 이를 만족하기 위한 차음 및 구조소음 설계를 수행한 사례이다.

• Land and Housing Review
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• v.4 no.3
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• pp.295-301
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• 2013

In this study, cases of domestic tall residential buildings were investigated for the structural types, numbers of stories, total heights, type of lateral load resisting systems, and zoning of concrete strength. Based on these investigation data, the structural planning pattern of tall residential building was analyzed. SRC structure is main structural types of tall residential building at the initial stage of domestic tall residential building, but RC structure is substituted for main structural types since 2005. Retaining wall system is positioned at the core part of structural plan as a lateral load resisting system. Concrete strength zoning of vertical members like columns are divided by vertical heights of lower parts, middle parts, and upper parts. Basic data of structural planning of 40stories and 60 stories residential buildings was proposed based on case investigation.