• Steel and Composite Structures
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• 제31권6호
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• pp.541-558
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• 2019

In Special Concentrically Braced Frames (SCBFs), vertical and horizontal components of the brace force must be resisted by column and beam, respectively but normal force component existing at the gusset plate-to-column and beam interfaces, creates out-of-plane action making distortion in column and beam faces adjacent to the gusset plate. It is a main concern in Hollow Structural Section (HSS) columns and beams where their webs and gusset plate are not in the same plane. In this paper, a new gusset plate passing through the HSS columns and beams, named as through gusset plate, is proposed to study the force transfer mechanism in such gusset plates of SCBFs compared to the case with conventional gusset plates. For this purpose, twelve SCBFs with diagonal brace and HSS columns and twelve SCBFs with chevron brace and HSS columns and beams are considered. For each frame, two cases are considered, one with through gusset plates and the other with conventional ones. Based on numerical results, using through gusset plates prevents distortion and out-of-plane deformation at HSS column and beam faces adjacent to the gusset plate helping the entire column and beam cross-sections to resist respectively vertical and horizontal components of the brace force. Moreover, its application increases energy dissipation, lateral stiffness and strength around 28%, 40% and 32%, respectively, improving connection behavior and raising the resistance of the normal force components at the gusset plate-to-HSS column and beam interfaces to approximately 4 and 3.5 times, respectively. Finally, using such through gusset plates leads to better structural performance particularly for HSS columns and beams with larger width-to-thickness ratio elements.

• 한국생물공학회:학술대회논문집
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• 한국생물공학회 2000년도 추계학술발표대회 및 bio-venture fair
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• pp.73-76
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• 2000

A novel, continuous bioreactor system combining a bubble column (absorption section) and a two-phase bioreactor (degradation section) has been designed to treat a gas stream containing benzene. The bubble column contained hexadecane as an absorbent for benzene, and was systemically chosen considering physical, biological, environmental, operational and economic factors. This solvent has infinite solubility for benzene and very low volatility. After absorbing benzene in the bubble column, the hexadecane served as the organic phase of the two-phase partitioning bioreactor, transferring benzene into the aqueous phase where it was degraded by Alcaligenes xylosoxidans Y234. The hexadecane was then continuously recirculated back to the absorber section for the removal of additional benzene. All mass transfer and biodegradation characteristics in this system were investigated prior to operation of the integrated unit, and these included: the mass transfer rate of benzene in the absorption column, the mass transfer rate of benzene from the organic phase into the aqueous phase in the two-phase bioreactor, the stripping rate of benzene out of the two-phase bioreactor, etc. All of these parameters were incorporated into model equations, which were used to investigate the effects of operating conditions on the performance of the system. Several experiments were conducted to show the feasibility of this system. This process is believed to be very practical for the treatment of high concentrations of gaseous pollutants.

• 한국수정란이식학회지
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• 제14권1호
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• pp.47-57
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• 1999

Among proteins separated from methanol extract of follicular fluid with superose column, the components inducing sperm swim-up separation through sucrose layer were analysed with superose column in Smart system and SDS-PAGE. And the results obtained were as follows; The fractions of retention volume (RV) 0.83ml and RV 1.36ml separated with superose column should stimulate sperm migration and movement. However, RV 0.83 fraction was consisted of complex materials containing RV 1.36 component. RV 1.36 fraction contained a BSA analogue of 67 kilodaltons (Kd) and showed identical peak pattern with BSA fraction V. In conclusion, the protein of 67 Kd in follicular fluid should stimulate sperm migration and movement.

• 한국강구조학회 논문집
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• 제12권4호통권47호
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• pp.429-436
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• 2000

철골 보와 철근콘크리트 기둥으로 구성된 복합 시스템은 철골과 철근콘크리트 간에 재료적인 단점을 보완함으로써 구조 효율성과 시공 생산성을 높이는 이점을 가지고 있다. 이 연구는 철골 보에 현장 타설 철근콘크리트 기둥을 간편하게 접합시킬 수 있는 복합구조 시스템을 개발하고, 그 시스템의 휨 및 전단 저항성능을 시험을 통하여 규명하는 것을 목적으로 하고 있다.

• Computers and Concrete
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• 제23권5호
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• pp.335-349
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• 2019

A low-cycle loading experiment of 16 transfer column specimens was conducted to study the influence of parameters, likes the extension length of shape steel, the ratio of shape steel, the axial compression ratio and the volumetric ratio of stirrups, on the shear distribution between steel and concrete, the concrete damage state and the degradation of lateral stiffness. Shear force of shape steel reacted at the core area of concrete section and led to tension effect which accelerated the damage of concrete. At the same time, the damage of concrete diminished its shear capacity and resulted in the shear enlargement of shape steel. The interplay between concrete damage and shear force of shape steel ultimately made for the failures of transfer columns. With the increase of extension length, the lateral stiffness first increases and then decreases, but the stiffness degradation gets faster; With the increase of steel ratio, the lateral stiffness remains the same, but the degradation gets faster; With the increase of the axial compression ratio, the lateral stiffness increases, and the degradation is more significant. Using more stirrups can effectively restrain the development of cracks and increase the lateral stiffness at the yielding point. Also, a formula for calculating the yielding lateral stiffness is obtained by a regression analysis of the test data.

• 한국공간구조학회논문집
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• 제9권2호
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• pp.45-52
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• 2009

이 논문은 반복-수평력을 받는 프리캐스트 기둥-RC 기초 Anchor 접합부의 반복-수평력에 대한 내력 특성을 규명하기 위함이다. 본 연구는 하부 기초에 프리캐스트 콘크리트 기둥과 기초를 Anchor식으로 접합한 콘크리트 구조체가 정확한 응력전달 경로 및 파괴 메커니즘에 있어서 기존의 콘크리트-강재 연결부와 어떠한 차이가 있는지 제시한다. 반복-수평력 작용하의 철근의 인발력 실험결과는 프리캐스트 기둥-RC 기초 Anchor 시공에 필요한 철근의 최소 필요 삽입 깊이를 제시한다. 또한, 실험을 통해 제시된 응력 전달 경로 및 파괴 메커니즘을 제품별 메뉴얼에 제시되어 있는 메커니즘과 비교, 검토함으로서 접합부의 명확한 응력전달 경로 및 파괴 메커니즘을 시공자의 요구 성능에 맞게 제시한다. 그러므로 본 연구를 통해 프리캐스트 콘크리트 기둥의 정확한 주근의 개수, 공칭직경, 정착 길이 등에 대한 최적의 설계 조건을 제시함으로써, 시공 시 이들에 대한 정확한 데이터를 제공한다.

• Preventive Nutrition and Food Science
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• 제1권1호
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• pp.87-92
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• 1996

This study describes a stable and simple method for the measurement of cholesteryl ester transfer protein(CETP) activities using reconstituted HDL and LDL as substrates. Apolipoproteins (apo) A-I and -B were purified from hog plasma by a new strategy without ultracentrifugation and delipidation. a simple two-step column chromatography was administered. In the first step of phenyl-sepharose CL-4B column chro-matography, hydrophobic plasma proteins were isolated. The most hydrophobic proteins bound to the column appeared to be A-I and apo-B. Contaminat proteins were efficiently eliminated from the sample by washing the column with 0.3M NaCI containing buffer after loading the plasma on the column. Two pure proteins showing each single band on SDS-PSGE of apo A-I and apo-B were individually obtained by a subsequent gel filtration column chromatography(Sephadex G-200). This two-step purification was simple and inexpensive compared to the ultracentrifugation and/or delipidation method that are most commonly used. Reconstituted hight-density lipoproteins(HDL) and low-density lipoproteins(LDL) were prepared using the purified apo A-I and-B, respectively. When these artificially prepared HDL and LDL were used in the assays for CETP as the cholesteryl ester(CE) donor and acceptor respectively, the specific transfer of CE increased up to two fold compared to that used the native HSL and LDL.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1998년도 봄 학술발표회 논문집
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• pp.110-116
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• 1998

The three-dimensional nonlinear analysis on the partial tension experiment of Beam-Column connections in hybrid connections with RC columns and S beams is simulated. In this paper, mechanical characteristics between steel plates and concrete is investigated. Also the stress transfer mechanism prior to beam-column connection analysis was considered by using joint element.

• Journal of Plant Biotechnology
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• 제31권3호
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• pp.249-253
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• 2004

생물반응기의 형태에 따른 인삼부정근의 생장과 ginsen-side의 생산능력에 대하여 조사한 결과, 원형의 상부와 하부에 5 cm의 bubble column을 가진 bulb type bubble bioreactor (BU)에서 건물중은 41.92 g으로 가장 많이 증가하였으며, cylindric tube bioreactor (CT)에서 건물중이 38.55g으로 가장 낮게 나타났다. 이들 두 생물반응기의 초기 kLa 값은 BU 생물반응기에서 6.98 h$^{-1}$로 가장 높게 측정되었고, 반대로 bubble column이 없는 CT 생물반응기에서 5.25 h$^{-1}$으로 가장 낮게 측정되었다. 그러나 이와 같은 초기 kLa값의 차이는 부정근내의 이차대사산물인 ginsenoside의 함량에는 영향을 주지 않는 것으로 나타났다. 또한 BU 생물반응기에서 bubble column의 길이를 기존의 5 cm에서 10 cm로 연장시켰을 때, 초기 kLa값이 6.52 h$^{-1}$에서 7.80 h$^{-1}$로 증가하면서 인삼부정근의 생장을 42.13 g에서 50.30 g으로 약 16% 증가시킨 것으로 나타났다.

• 대한토목학회논문집
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• 제28권1C호
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• pp.31-40
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• 2008

본 연구에서는 지진하중을 받는 Single Column/Shaft의 내진해석으로 의사정적해석법을 적용하였으며 해석상에서 지반의 비선형 거동특성을 나타내는 다양한 수평방향 하중전이특성(p-y 곡선, Bi-linear 곡선)를 이용하여 지반-말뚝의 상호작용을 고려하였다. 비선형 지반모델을 적용한 해석은 지반-말뚝 시스템의 지진거동을 간편히 예측할 수 있었으며 동일한 해석조건에서 응답변위법에 의한 Single Column/Shaft의 수평거동이 진도법에 근거하여 산정한 해석결과보다 크게 예측되었다. 두부경계조건과 상대강성이 Single Column/Shaft의 단면력에 미치는 영향을 분석하기 위해 다양한 지반모델에 대한 변수연구를 수행한 결과, 두부경계가 고정이고 말뚝강성이 감소할수록 수평변위가 작은 것으로 나타났으며, JRA의 Bi-linear 지반모델을 적용한 해석은 Single Column/Shaft의 수평거동을 비교적 정확히 예측하였다.