• 국제초고층학회논문집
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• 제7권4호
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• pp.409-415
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• 2018

Recently, many countries around the world began to show interest in safety against terrorism, fire, and natural disasters. This study aimed to propose a quantitative measurement system for emergency evacuation and safety for various kinds of terrorism and fire within high-rise multi-purpose facilities, which can measure the pedestrians' ordinary walking patterns in the concourse with the highest pedestrian volume out of all the spaces within multi-story buildings, predict pedestrians' evacuation walking lines when a sudden disaster breaks out, and analyze the gait coefficient, occupant density, and evacuation behavior time.

• 국제초고층학회논문집
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• 제9권4호
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• pp.315-323
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• 2020

In June 2016, the Ministry of Land, Infrastructure, Transport and Tourism (MLIT) in Japan delivered countermeasures against long-period ground motions caused by strong earthquakes along the Nankai trough. However, the countermeasures do not cover high-rise buildings equal to or shorter than 60 m in height, which do not require earthquake response analyses in the seismic design. Hence, in the present study, earthquake response analyses for such high-rise reinforced concrete (RC) buildings were performed under artificial ground motions assumed in the OS1 and OS2 regions to determine the base shear coefficients that satisfy a given safety demand. Furthermore, the results from the earthquake response analyses were estimated by the authors' proposed method based on the equivalent linearization method, showing good agreement and inspiring suggestions for more accurate and simplified estimations.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 가을학술발표대회논문집
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• pp.279-280
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• 2023

As buildings become taller and more complex, the number of high-rise and underground complex buildings is increasing, but risks are also increasing due to the limitations of existing evacuation safety methods. Through this study, we will analyze the fire and evacuation characteristics of high-rise and underground complex buildings, identify problems with the current evacuation safety method, and seek ways to improve them using digital technologies

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2008년도 추계 학술논문 발표대회
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• pp.107-111
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• 2008

As high-rise buildings with 100 or more stories are being constructed, it is inevitable to use high-performance materials including high-performance concrete. What is most important in high-performance concrete is extremely high strength in order to reduce the section of members in high-rise buildings. During the last several years, there have been active researches on Ultra-high-strength concrete. While these researches have been mostly focused on strength development, however, other accompanying physical properties have not been studied sufficiently. Thus, this study purposed to obtain and analyze data on the physical-mechanical properties of Ultra-high-strength concrete through experiments and to use the results as basic information on required performance of concrete used in high-rise buildings.

• 국제초고층학회논문집
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• 제8권3호
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• pp.229-234
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• 2019

This report introduces the structural design of Hibiya Mitsui Tower built in Tokyo Midtown Hibiya. The upper part of this tower is used for offices and the lower portion is for commercial facilities and a cinema complex which need the large open spaces. The 192m-high building has 35 floors above ground and 4 below ground. The structure is a steel frame using CFT columns to feature the high-performance oil dampers and the buckling restrained braces for vibration control. First, an outline of the structural design of this building is presented. Second, we introduce the transfer frame adopted to realize the large open spaces in the lower part, and the long column supporting the corner part of the high-rise building to avoid making a shade on the adjacent Hibiya Park, which are the feature of this building. Finally, we present an outline of the latest highly efficient semi-active oil dampers adopted in this building, and the vibration responses of this tower.

• KIEAE Journal
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• 제7권2호
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• pp.39-46
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• 2007

A high-rise building construction in Korea has some problems in engineering, construction and management technologies although the high-rise building construction is recently booming. In addition, the lack of skilled construction labors is increasing, so the development for methods is needed to reduce the labors by prefabrication and mechanization. A re-bar work is one of very important works with regard to cost and schedule management in the high-rise building construction. Nevertheless, the re-bar work has some problems that it is needed many re-bars for joints linking and much time for lifting due to high-rise buildings, and it is difficult to level the skill of labors. So, in this study, the pre-fabrication of three-story height in column re-bars is proposed and the results of an implementation are analyzed and explored by a case study. As the results of case study, the pre-fabrication of three-story heights in column re-bars could reduce the cost in the re-bar work and accelerate the time in the structural frame work. In addition, the pre-fabrication of three-story height in column re-bars could solve the problems such as the waste of many re-bars for joints linking, and the lack of the skilled labors.

• 콘크리트학회논문집
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• 제16권1호
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• pp.36-42
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• 2004

철골철근콘크리트(SRC)가 초고층 건물에서 광범위하게 사용되고 있음에도 불구하고 SRC 구조부재에 대해 축소량 예측을 위한 도구는 철근콘크리트에 대한 재료적인 특성만으로 구성된 이론식을 적용하는 많은 문제를 안고 있다 따라서 본 연구는 초고층 건물의 기둥 축소량을 계산하는 기존의 방법에 대해 정확성을 평가하였다. 연구의 진행 방법은 다음과 같다. 우선 SRC 구조부재를 사용하여 만들어진 초고층 건물의 기둥축소에 대한 실측자료를 선정하였다. 다음으로는 전산해석 프로그램을 이용하여 SRC 구조부재에 대해 기둥 축소량을 계산하였다. 끝으로 측정자료와 해석자료를 비교하였다. 결론적으로 측정자료와 해석자료는 매우 근사한 차이를 나타냈다. 그러므로 기존의 방법은 SRC 구조부재를 사용하는 초고층 건물의 기둥 축소량을 평가하기 위해 사용되어도 될 것으로 사료된다.

• 한국산학기술학회논문지
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• 제15권3호
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• pp.1522-1530
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• 2014

초고층 복합주거 유형은 도심지에서 신도시 개발 및 도시재생에 있어 중요한 위치로 주목받고 있다. 하지만 초고층 주상복합의 경우 친환경계획요소에 대한 정리와 실제 거주자들을 대상으로 한 만족도에 관한 연구는 미비한 실정이다. 이에 본 연구는 초고층 친환경계획요소를 단지, 건물내부, 설비 및 유지관리로 구분하여 전문가를 대상으로 중요도 거주자를 만족도를 평가하였다. 이를 바탕으로 본 연구에서는 보다 다양한 관점에서 평가할 수 있는 M-IPA를 이용하여 초고층 복합주거 친환경 계획요소의 개선방안 및 시사점을 도출하고자 한다. 그 결과 첫째, 단지 부문은 복합적 토지이용, 친환경 교통은 유지관리를 지속해야 할 것으로 나타났다. 둘째, 건물내부 부문은 생태적 단지환경, 실내공기환경이 개선이 시급한 것으로 나타났고, 실내온열환경은 유지관리를 지속해야 하는 것으로 판단되었다. 마지막으로 설비/유지관리는 재료 및 설비와 에너지 관리 지표가 개선이 시급한 것으로 나타났다.

• 한국재난정보학회 논문집
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• 제9권4호
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• pp.429-438
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• 2013

본 연구에서는 초고층 피난안전설계 기준 개선을 위하여 국내외 피난관계법령에 대하여 비교분석 하였다. 그 결과, 국내 피난관계법령기준 개선사항을 다음과 같이 요약할 수 있다. 첫 번째, 수용인원에 대한 피난용량을 산정하도록 하며, 2이상의 출구 요구시 1개 출구접근 불가할 경우에도 피난용량의 50%이상을 충족하도록 해야 한다. 두 번째, 계단 또는 출구간 이격거리 기준 규정을 통해 이방향 피난이 원활이 이루어질 수 있도록 해야 한다. 세 번째, 막다른 복도 및 통로에 대한 길이제한을 규정해야하며 이는 스프링클러 유무에 따라서도 제한의 차등을 두어야 한다. 네 번째, 피난안전구역과 엘리베이터 및 계단의 경우 안전한 피난경로를 확보하며 피난유도를 하여야 하며, 피난층 이외의 층에서도 수평방향의 피난안전성 확보를 위하여 별도의 피난안전구역 마련이 필요하다.

• 국제초고층학회논문집
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• 제3권4호
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• pp.255-271
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• 2014

A method of smart system identification of super high-rise buildings is proposed in which super high-rise buildings are modeled by a shear-bending system. The method is aimed at finding the story shear and bending stiffnesses of a specific story only from the horizontal floor accelerations. The proposed method uses a set of closed-form expressions for the story shear and bending stiffnesses in terms of the limited floor accelerations and utilizes a reduced shear-bending system with the same number of elements as the observation points. A difficulty of prediction of an unstable specific function in a low frequency range can be overcome by introducing an ARX model and discussing its relation with the Taylor series expansion coefficients of a transfer function. It is demonstrated that the shear-bending system can simulate the vibration records with a reasonable accuracy. It is also shown that the vibration records at two super high-rise buildings during the 2011 Tohoku (Japan) earthquake can be simulated with the proposed method including a technique of inserting degrees of freedom between the vibration recording points. Finally it is discussed further that the time-varying identification of fundamental natural period and stiffnesses can be conducted by setting an appropriate duration of evaluation in the batch least-squares method.