• 한국화재소방학회논문지
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• 제24권6호
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• pp.69-75
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• 2010

콘크리트가 충전된 각형강관 기둥(CFT)은 외부에 강재가 노출된 형상으로 외측의 강관은 화재시 급격한 온도상승으로 인해 강도가 저하되나, 내부의 콘크리트는 열용량이 큰 재료로써 내화성능을 확보할 수 있는 구조로 구성되어 있다. CFT 기둥을 내화구조로서 적용하기 위해서는 구조적 성능에 영향을 미치는 인자에 대한 연구가 필요하며, 이에 대한 조건별 영향성에 관한 연구가 필요하다. 내화성능에 영향을 주는 주요인자는 콘크리트 압축강도.단면크기.축력비.경계조건이며, 그 중 기둥과 보의 경계조건은 구조적 측면에서 하중지지능력에 영향을 미치므로 내화성능을 지배하는 주요 인자 중에 하나이다. 실험결과 360단면에서는 양단 고정조건에서는 106분의 내화성능이 확보되나 양단 힌지 조건에서는 89분의 내화성능을 확보하는 것으로 나타났다. 280단면에서는 양단 고정조건에서는 113분의 내화성능이 확보되나 양단힌지 조건에서는 78분의 내화성능을 확보하였다.

• Computers and Concrete
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• 제9권4호
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• pp.257-273
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• 2012

Based on the heterogeneous characterization of concrete at mesoscopic level, Realistic Failure Process Analysis ($RFPA^{3D}$) code is used to simulate the failure process of concrete-filled tubular (CFT) stub columns. The results obtained from the numerical simulations are firstly verified against the existing experimental results. An extensive parametric study is conducted to investigate the effects of different concrete strength on the behaviour and load-bearing capacity of the CFT stub columns. The strength of concrete considered in this study ranges from 30 to 110 MPa. Both the load-bearing capacity and load-displacement curves of CFT columns are evaluated. In particular, the crack propagation during the deformation and failure processes of the columns is predicted and the associated mechanisms related to the increased load-bearing capacity of the columns are clarified. The numerical results indicate that there are two mechanisms controlling the failure of the CFT columns. For the CFT columns with the lower concrete strength, they damage when the steel tube yields at first. By contrast, for the columns with high concrete strength it is the damage of concrete that controls the overall loading capacity of the CFT columns. The simulation results also demonstrate that $RFPA^{3D}$ is not only a useful and effective tool to simulate the concrete-filled steel tubular columns, but also a valuable reference for the practice of engineering design.

• Asia Marketing Journal
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• 제7권1호
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• pp.43-65
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• 2005

선도적 기업들에 있어서 신제품의 개발은 기업의 사활이 걸린 중요한 기업 활동 중의 하나이며, 구성원의 다양한 지식과 경험을 필요로 하는 과업의 특성으로 인해 다부서의 인력이 일시적으로 신제품 개발을 위해 모이는 CFT (cross-functional team)의 구성도 빈번한 실정이다. 또한 성공적인 팀의 운영을 위해 구성원간의 원활한 상호 작용을 위한 외형적인 다양한 구조적 장치(위원회, 전담반 구성등)를 구성하여 신제품의 개발을 도모하고 있으며 이러한 팀 내 상호작용의 증대가 성과에 큰 영향을 미친다는 많은 연구들이 있어왔다. 본 연구는 구성원간의 상호직용 증대가 신제품 CFT 의 성과에 영향을 미친다는 단일 측면에 대한 이해에서 발전하여, 구성원간의 관계에 있어서 집단 효능감, 참여등의 관계 특성이 지각된 신제품 개발 성과에 미치는 영향을 밝히고자 하는 탐험적 연구로서, CFT 내의 구성원과 팀간에 존재하는 성과 기제를 좀 더 세밀하게 규명하고자 하였다. 연구 결과에 의하면 상호작용 수준은 집단 효능감에 유의한 영향을 미치고, 집단 효능감은 참여에, 참여는 지각된 성과에 유의한 영향을 미치고 있음을 알 수 있었다. 반변에 상호작용 수준이나 집단 효능감이 직접 지각된 성과에 유의한 영향을 미치고 있지는 않음을 알 수 있었다.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2009년도 정기 학술발표대회
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• pp.132.1-132.1
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• 2009

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.757-762
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• 2001

CFT concrete has high flowing, high strength and resistance to material separation to use skyscraper structure. It is considered that concrete could fill the lower part of Diaphragm up. This kinds of CFT concrete hardly apply to building below 20 stories. Using the common use strength concrete to building below 20 stories brings to reduce construction cost. This concrete is needed that valid fluidity and packing ability with unit cement content as common use strength concrete. Offering a fundamental data and proportioning in CFT concrete of below 20 stories, it is executed basic property test, analysis of proportioning and mock up test.

• Steel and Composite Structures
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• 제10권5호
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• pp.415-428
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• 2010

Proper material constitutive models for concrete-filled tube (CFT) columns of circular cross section and subjected to pure bending moment are proposed. These material models are implemented into the Abaqus finite element program and verified against experimental data. It has been shown that the steel tube does not provide good confining effect to the concrete core when the CFT columns is subjected to pure bending moment. When the diameter-to-thickness ratio of the CFT columns is small, the behavior of the CFT column is the same as the steel tube without a concrete core.

• Steel and Composite Structures
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• 제24권3호
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• pp.309-322
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• 2017

This paper conducted both numerical and theoretical studies to investigate the composite action of notched circular concrete-filled steel tubular (CFT) stub columns under axial compression and established a theoretical method to predict their ultimate bearing capacity. 3D finite element (FE) analysis was conducted to simulate the composite action and the results were in good agreement with experimental results on circular CFT stub columns with differently oriented notches in steel tubes. Parametric study was conducted to understand the effects of different parameters on the mechanical behavior of circular CFT stub columns and also the composite action between the steel tube and the core concrete. Based on the results, a theoretical formula was proposed to calculate the ultimate bearing capacity of notched CFT stub columns under compression with consideration of the composite action between the steel tube and the core concrete.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2005년도 학술발표회 논문집
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• pp.203-210
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• 2005

This paper summarizes full-scale test results on CFT column to flat plate connections subjected to gravity loading. CFT construction has gained wide acceptance in a relatively short time in domestic building practice due to its various structural and construction advantages. Constructing the floor as flat plate is often regarded as being essential for both cost savings and rapid construction. However, efficient details for CFT column to flat plate connections have not been proposed yet, and their development is urgently needed. Based on some strategies that include maximizing economical field construction, several connecting schemes were proposed and tested in this study. Test results showed the proposed connection details can exhibit strength and stiffness comparable to or greater than those of R/C flat plate counterpart.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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• pp.179-180
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• 2018

This study aims to provide a more comfortable environment for the external environment by designing a rotable dwelling that deviates from the conventional fixed residential concept. The round pillars, which are the center of the building, are constructed by placing the CFT (concrete Filled steel Tube) technique in place and assembling modular houses with columns. This study combines existing building techniques. Korea also needs to develop various related studies quickly.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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• pp.101-102
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• 2018

There is a risk that the damage caused by frequent earthquakes can lead to the risk of personal injury due to cracks in buildings and collapse of major structures. Although the seismic design of the new building is designed to be reinforced, the existing structure is not exposed to the risk of earthquake. Therefore, it is aimed to develop the steel frame type CFT composite method which can easily reinforce the CFT structural system with excellent seismic performance against the old non - seismic structure.