• 콘크리트학회논문집
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• 제12권4호
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• pp.59-67
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• 2000

With increased height of structure, the effect of column shortening need special consideration in the design and construction of high-rise buildings. The shortening of each column affects nonstructural members such as partitions, cladding, and M/E systems, which are not designed to carry gravity forces. The slabs and beams will tilt due to the cumulative differential shortening of adeacent vertical members. The main purpose of estimating the total shortening of vertical structural member is to compensate the differential shortening between adeacent members. This paper presents effect of parameters for phenomenon of column shortening in vertical members. The paper presents effect of parameters for phenomenon of column shortening in vertical members. The conclusions obtained from this study are follow as ; Strength of concrete and steel ratio effected on column shortening caused by elastic and inelastic shortening. Also, it is known that Ultimate-shrinkage-Value, Specific-Creep-Value, and volume to surface ratio effected on inelastic shortening only. Particularly, Ultimate-Shrinkage-Value and Specific-Creep-Value effected considerable on the amount of total column shortening.

• 한국건축시공학회지
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• 제5권4호
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• pp.145-152
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• 2005

Long-term axial shortening of the vertical elements of tail buildings results in differential movements between two elements and may lead to the additional moments of connection beam and slab elements, and other secondary effects, such as cracks of partitions or curtain walls. Accurate prediction of time-dependent column shortening is essential for tall buildings from both strength and serviceability aspects. The compensation method is different from reinforced concrete and SRC(Steel Reinforced Concrete) members. The SRC columns are usually compensated according to total differential shortening between two vertical elements. In this study, column shortenings of 37-story W building under construction are predicted and compensated. The SRC column shortenings are compared with the actual column shortening by field measurement and the column shortenings are reanalysed and recompensated.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1996년도 가을 학술발표회 논문집
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• pp.267-274
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• 1996

Differential shortening of vertical members in high-rise buildings affect other structural members that have to be considered such as horizontal members and exterior cladding. of many elements which affect the total amount of shortening, different loading history mainly comes from the different construction time. Shortening of 66 story concrete columns were investigated and compared according to the different construction time, little difference was found between the total shortening of interior and that of exterior column.

• 한국지진공학회논문집
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• 제1권3호
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• pp.59-68
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• 1997

대도시에서 초고층 건물의 필요성은 구조 기술자에게 새로운 문제를 안겨주었다. 기둥축소의 효과는 설계 및 시공에 있어 특별한 주의를 요구한다. 기둥의 축소는 칸막이, 마감, 그리고 설비체계와 같이 수직하중을 지탱하도록 고려되어 있지 않은 비구조적인 요소에 영향을 미친다. 또한 각 기둥의 축소량 차이는 주위의 슬래브 및 보와 같은 부재들을 경사지게 한다. 축소량을 예측하는 목적은 부등 축소량의 차이를 미리 보정하는데 있다. 본 연구는 부동 축소량에 의한 주구조부재의 영향에 대한 내용을 다루었다. 자중으로 인해 초지 수직변위를 갖는 52층 철근콘크리트 구조물에 지진하중을 적용하여 구조물에 미치는 영향을 평가하였다. 각 수직구조요소에 대한 축소량은 전산화된 기둥축소 해석 프로그램을 이용하여 예측되었으며 지진하중으로 인한 축소량이 보정된 구조물과 보정되지 않은 구조물 사이의 응력을 조사하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.709-712
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• 2008

최근 국내에서는 철근콘크리트 초고층 건물이 계획 또는 시공 중에 있다. 콘크리트가 가지는 시간의존적인 재료특성인 크리프 및 건조수축 특성파악이 초고층 건물 시공에서 이슈화 되고 있는 부등축소량 해결의 출발점이 되고 있다. 본 연구는 잠실 제2롯데월드의 부등축소량 해결을 위한 사전단계인 재료연구를 포함하고 있으며 당사 프로젝트 코어부 콘크리트 배합 50, 60, 70MPa에 대한 재료연구의 첫 번째 단계로 진행 중인 콘크리트 테스트 프로그램의 결과 값과 예측 모델식에 의한 결과 값을 전체 건조수축 변형과 단위 응력당전체 크리프 변형(Compliance)에 근거한 분석이 이루어졌으며 사용된 예측 모델식은 ACI209R Model,Ba${\check{z}}$ant-Baweja B3 Model, CEB MC99 Model, 및 GL2000 Model등과 같다. 그리고 사전설계 단계에서 재료실험 없이 콘크리트의 크리프 및 건조수축 특성을 간단히 파악하는 데 도움이 될 수 있도록고성능 고강도 콘크리트에 대한 적절한 예측 모델식을 제안하고자 하였다.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.1
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• pp.465-469
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• 2006

In recent years there has been considerable interest in the construction of super high-rise buildings. From the prior art, various procedures and devices for surveys during and after the phase of erection of a high-rise building are known. High-rise buildings are subject to strong external tilt effects caused, for instance, by wind pressures, unilateral thermal effects by exposure to sunlight, and unilateral loads. Such effects are a particular challenge in the phase of construction of a high-rise building, in as much as the high-rise building under construction is also subject to tilt effects, and will at least temporarily lose its - as a rule exactly vertical - alignment. Yet construction should progress in such a way that the building is aligned as planned, and particularly so in the vertical, when returning into an un-tilted basic state.It is essential that a straight element be constructed that theoretically, even when moving around its design centre point due to varying loads, would have an exactly vertical alignment when all biasing conditions are neutralised. Because of differential raft settlement, differential concrete shortening, and construction tolerances, this ideal situation will rarely be achieved. This paper describes a procedure developed by the authors using GPS observations combined with a network of precision inclination sensor to provide reliable coordinated points at the top of the worldwide highest-rise building under construction in Dubai.