• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.297-300
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• 2010

본 논문에서는 일반적인 해석, 시공단계를 고려한 해석, 시공단계와 장기거동을 고려한 해석의 3가지 해석방법을 사용하여 수평부재의 설계에 적합한 해석방법을 제안하였다. 80층의 2D 구조모델에 3가지 해석방법을 적용하여 각 해석방법에 따라 부등축소량, 수직부재에 작용하는 축력, 수평부재의 단부에 작용하는 내력의 해석결과를 얻어 비교하였다. 또한 부재의 내부에서 철근과 콘크리트의 하중분담율의 시간에 따른 변화양상을 알아보았다. 해석결과 시공단계에 의한 영향은 수평부재에 작용하는 축력과 부등축소량 예측, 부재 내력 해석에 있어서 반드시 고려되어야 함을 알 수 있었다. 장기거동의 효과는 기둥축소에는 크게 영향을 미치지만 수직부재의 축력, 수평부재의 내력에는 변형만큼의 영향은 보이지 않는다. 시공시의 보정량을 결정하기 위해서는 장기거동이 반드시 고려되어야 하지만 부재의 단면설계의 목적으로는 제외되어도 무방할 것으로 판단된다.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.485-486
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• 2010

In this research, a new analysis method which is able to examine the safety and to assess the serviceability of high-rise buildings from construction period to service life has been developed. The effect of both construction sequence and inelastic behavior of concrete has been considered in the developed analysis method in three dimensions. The more efficient analysis technique and modeling method for practical use were also suggested. For verification of the developed analysis method, the data measured in a high-rise building under construction was compared with the analysis results. Through comparison of the analysis results with the measured data, it was found that the analysis results generally simulated the trend of the measured data well in all cases.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.702-705
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• 2011

본 논문에서는 초고층 전단벽-아웃리거 시스템에 대해, 기존의 근사해석법과 유전알고리즘을 이용하여, 물량최적설계 기반의 구성요소 단면 및 아웃리거 최적위치 결정에 관해 연구를 진행하였다. 아웃리거 시스템의 최적성은 아웃리거의 위치와 아웃리거 시스템을 구성하는 전단벽-아웃리거, 외곽기둥의 단면 성능의 복잡한 관계에 의해 역학적으로 결정된다. 하지만 기존의 아웃리거 시스템의 최적화 연구는 대부분 전단벽과 아웃리거, 외곽기둥의 단면은 고정된 상태에서, 아웃리거의 위치만 설계변수로 하여 아웃리거의 최적위치를 찾는 연구에 국한되어 있다. 이에 본 연구에서는 G.A.를 이용하여, 아웃리거 설치위치뿐만 아니라 전단벽과 아웃리거, 외곽기둥의 단면까지 설계변수로 하여 물량최적설계 조건을 만족시키는 아웃리거시스템의 최적설계 연구를 진행하였다. 또한 반복 계산의 시간을 줄이기 위해 기존의 근사해석법을 사용하였다. 본 연구의 결과는 초고층 구조물의 초기 설계 시에 구성요소의 단면 및 아웃리거 설치 층의 선정에 적극 활용될 수 있을 것이다.

• Journal of Korean Association for Spatial Structures
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• v.11 no.2
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• pp.55-62
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• 2011

While frequency of occurrence of terrorism has recently increased, it intensively occurs in buildings that many unspecified persons gather. Terrorism which occurs in high-rise buildings causes a lot of damage. It is necessary for design approach to reduce terrorism damage from explosive of buildings. Terror risk analysis of domestic tall and high-rise buildings is evaluated by fema 455, Rapid Visual Screening which is found to be comparatively simple and practicable. Common risk factors of terrorism in domestic buildings were investigated. The results of terror risk assessment of all buildings are found to be a medium risk score, Main reason is that domestic tall or high-rise buildings have similar external-environmental factors.

• Journal of Korean Association for Spatial Structures
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• v.7 no.4
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• pp.79-87
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• 2007

The object of this study is to understand of the effectiveness characteristic in the field work which is controlled by the quality in the high-rise residential-commercial complex building. From the previous study, the quality improvement factors are investigated. Through the structured questionnaire, the opinions of the field engineers(University, Design firms, Construction company) are gathered in the improvement factors of construction phase. Comparing the results of questionnaire with the conception of field engineers, this study helps in revising and improving the quality control system including tangible factors and intangible factors in the frame work of the high-rise residential-commercial complex building project.

• Journal of the Korean Society of Hazard Mitigation
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• v.9 no.3
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• pp.89-94
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• 2009

The stack effect in high-rise buildings is expected more significant at nights in winter due to the large temperature difference between the inside and outside of the buildings. However, the existence of large openings such as natural ventilators on the floor may effect the position of neutral plane, smoke spread at fire and thus obstruct the door openings for rescue. In this paper, the vertical and horizontal pressure distribution with different openings of natural smoke ventilators was experimentally analyzed by investigating pressure differentials.

• Magazine of the Korea Concrete Institute
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• v.2 no.4
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• pp.8-21
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• 1990

• Journal of the Korean Professional Engineers Association
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• v.36 no.4
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• pp.54-57
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• 2003

• Journal of Korean Association for Spatial Structures
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• v.15 no.1
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• pp.22-29
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• 2015

• Journal of Korean Association for Spatial Structures
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• v.11 no.4
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• pp.89-99
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• 2011

As the scope of the target of terrorism is recently extending, the danger of domestic terroristic attacks is increasing constantly, and the form of terrorism is changing from hard targets such as significant facilities of the country into soft target of multi-complex buildings such as skyscrapers. Accordingly this study analyzes the terrorism threat level on skyscrapers by comparing the assessment results of the terrorism threat level on skyscrapers and high-rise buildings with the assessment results of the terrorism threat level on low-rise buildings through fema 455 - Rapid Visual Screening. As a result, skyscrapers and high-rise buildings are relatively higher threat rating than consequences and vulnerability rating. This is caused by the fact that the terrorism threat level on skyscrapers is high due to their residents and their national or regional symbolism and visibility