• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2001년도 학술논문발표회
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• pp.34-39
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• 2001

When top down method is used, it could be a construction method trouble in column joint, between the former concrete and the latter. It could bring a void and weak concrete in column. The purpose of this study is finding a way to prevent concrete void and concrete suitable for top down, through V-metering for top down column and concrete experiment.

• 한국건축시공학회지
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• 제1권2호
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• pp.191-195
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• 2001

When top down method is used, it could be a construction method trouble in column joint, between the former concrete and the latter. It could bring a void and weak concrete in column. The purpose of this study is finding a way to prevent concrete void and concrete suitable for top down , through V-metering for top down column and concrete experiment. To minimize the void of reverse placement joint, It is more effect to use the sheath method then direct method in concrete placement.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.1107-1112
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• 2000

When top down method is used, it could be a construction method trouble in column joint, between the former concrete and the latter. It could bring a void and weak concrete in column. The purpose of this study is finding a way to prevent concrete void and concrete suitable for top down, through V-metering for top down column and concrete experiment.

• 한국가시화정보학회지
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• 제15권1호
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• pp.41-46
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• 2017

Control of mixing and transport processes are the key areas that can be benefited by understanding the hydrodynamics in gas-liquid two-phase flows. In particular, the enhanced bubble-induced liquid-phase mixing is known to be a function of void fraction distribution, gas phase velocity and so on. To further our insight on the characteristics of the liquid-phase mixing induced by the bubbles, in the present study, we experimentally investigate the mixing performance of a rectangular bubble column while changing the void fraction from 0.006 to 0.075%. A shadowgraphy technique is used to measure the gas-phase properties such as void fraction and size/velocity of bubbles. On the other hand, we use dye visualization with low diffusive buoyant dye to directly measure the level of mixing. Finally, we confirm that the time taken for full mixing scales with the inverse of volume void fraction.

• 한국음향학회지
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• 제10권2호
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• pp.36-43
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• 1991

수중에서 원기둥 형태의 기포집단에 의한 후방 산란특성을 이론 및 실험적으로 연구하였다. 이론적 해석을 위하여, 기포기둥을 외형과 공기 함유비 및 크기에 의해 특정지워지는 하나의 단일 산란체로 가정하였으며, 일반 산란 이론식을 이용하여 분석하였다. 기포기둥의 공기 함유비가 1% 이하로 작은 경우와 기포기둥을 구성하는 단일기포의 공명 진동수보다 높은 입사 주파수에 대한 기포기둥의 산란특성은 단일기포의 크기보다 공기 함유비에 크게 의존함을 확인하였다. 또한, 공기 함유비가 증가할수록 후방 산란음압은 증가하며, 최대 음압 주파수는 저주파수 영역으로 이동되는 현상이 이론 및 실험적으로 관찰되었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.1101-1106
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• 2000

When top down method is used, it could be a construction method trouble in column joint, between the former concrete and the latter. It could bring a void and weak concrete in column. The purpose of this study is to find a solution of removing void and air, way to exhaust air in top down column. through specimen concrete placing experiment.

• 산업기술연구
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• 제16권
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• pp.175-179
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• 1996

This research is the experimental and numerical study of investigating the characteristics of consolidation due to selfweight of soft marine clay. Column tests and centrifuge tests were carried out to selfweight of soft marine clay. Column tests and centrifuge tests were carried out to simulate the selfweight consolidations in field. Tests were conducted with changing drain boundary conditions and initial void ratios corresponding to four and five times of liquid limits. The RI meter was used to measure void ratio during consolidation of sample in column tests. Test results were analyzed by using the Terzaghi's infinitesimal strain theory and the finite strain theory.

• 한국건축시공학회지
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• 제5권1호
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• pp.105-109
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• 2005

Classified with concrete as placing ways - direct ways, sheath way - and placing directing flange direction, web direction - is analyzed section and strength of hardened concrete. The results of this study is belows the more fluid of concrete, the more useful to top-down method. To minimize the voids of the reverse placement joints, It is more effect to use the sheath method than direct method in concrete placement. If the joint face is a plane, it is impossible to extract the air bubbles which caused voids, so we should consider about this, and decide to select which type of joints.

• 한국연초학회지
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• 제29권1호
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• pp.23-29
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• 2007

The measurement of physical properties such as apparent density and void fraction of tobacco materials, which is so bulky, is a main theme with regard to tobacco process, quality control, cigarette combustion and smoke generation. Except Solution Impregnation Method, there was no alternative method for measuring those properties in the porous material so far. However, experimental processes of that method are so complicated as to cost much time and labor, the main solution such as mercury to apply to the method is usually very hazard. Therefore, we had developed a new method to determine them easily in our other paper by the mathematical equations derived from the Ergun equation for the purpose of it, and then already evaluated our method through applying some basic data from Muramatsu et at. (1979) with regard to our developed equations. Then, we found our method best fit to experimental one (Oh et al., 2001). In this study we tried to establish our method to conveniently determine those physical properties. Especially, we have focused on the development the easy way to measure surface area and the volume of single shred in a tobacco column. As a result of that, we found that the computer image analyzer was best fit for it. Then, we have finally determined apparent density and void fraction for our domestic tobacco shred.

• 콘크리트학회논문집
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• 제22권3호
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• pp.367-374
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• 2010

전이슬래브 시스템은 상부 전단벽 구조로부터 하부 기둥으로 하중을 전달하는 구조시스템이다. 이 시스템은 상당한 두께의 슬래브를 필요로 하므로 비경제적이며, 이 단점은 슬래브내에 중공부를 두어 해결할 수 있다. 그리고 이 시스템은 플랫플레이트 구조로써 기둥-슬래브 접합부 부근의 뚫림전단파괴을 일으키는 취성파괴의 위험이 존재한다. 따라서 중공부를 갖는 전이슬래브 시스템의 뚫림전단 성능은 매우 중요하다. 그러나 현행 기준에서는 중공부를 갖는 슬래브의 뚫림전단성능에 대한 명확한 강도산정 규정이 제시되어 있지 않다. 이 연구에서는 중공 시스템의 뚫림전단강도를 알아보기 위하여 실험적 연구를 수행하였으며, 현행기준 및 기존연구를 토대로 실험체의 전단강도를 예측하였다. 그 결과, 중공시스템의 뚫림전단강도는 기둥면으로부터 위험단면 d/2의 위치와 중공부 중심에서의 위험단면으로 계산된 값 중 작은 값으로 결정되었다. 여기서 강도 계산을 위하여 위험단면의 유효단면적을 사용하여 계산하였다.