• 대한임베디드공학회논문지
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• 제3권3호
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• pp.143-150
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• 2008

In this paper, we investigate a real-time environment recognition system based on stereo vision for moving object. This system consists of stereo matching, obstacle detection and distance estimation. In stereo matching part, depth maps can be obtained real road images captured adjustable baseline stereo vision system using belief propagation(BP) algorithm. In detection part, various obstacles are detected using only depth map in case of both v-disparity and column detection method under the real road environment. Finally in estimation part, asymmetric parabola fitting with NCC method improves estimation of obstacle detection. This stereo vision system can be applied to many applications such as unmanned vehicle and robot.

• 한국환경과학회지
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• 제8권5호
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• pp.593-600
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• 1999

In order to determine the changes of sediment facies and metal levels in surface sediments after the construction of Shiwha Lake, surface sediments were sampled at 8 sites located on the main channel monthly from June, 1995 to August, 1996 and analysed for 12 metals (Al, Fe, Mn, V, Cr, Co, Ni, Cu, Zn, Cd, As and Pb) by ICP/AES and ICP/MS. Two groups of sampling sites(the inner lake with 3 sites and the outer lake with 5 sites) are subdivided by the surface morphology ; the inner lake is a shallow channel area with a gentle slope, while the outer lake is relatively deep and wide channel with a steep slope which has many small distributaries. After the construction of dam, fine terrestrial materials were deposited near the outer lake, which resulted in the change of major sediment facies from sandy silt to mud. With the deposition of fine sediments in the outer lake, anoxic water column induced the formation of sulfide compounds with Cu, Cd, Zn and part of Pb. Metal (Cr, Ni, Cu, Zn and Cd) contents in sediments increased up to twice within 2 years after the construction of dam. This is due to the direct input of industrial and municipal wastes into the lake and the accumulation of metals within the lake. In addition, frequent resuspension of contaminated sediments in a shallow part of the lake may make metal-enriched materials transport near the outer lake with fine terrestrial materials. As the enrichment of Cu, Zn, Cd and part of Pb in the Shiwha Lake may be related to the formation of unstable sulfide compounds by sulfate reduction in anoxic water or sediment column, the effect of mixing with open coastal seawater is discussed.

• 한국강구조학회 논문집
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• 제14권3호
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• pp.463-470
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• 2002

TEC-BEAM System은 구조용 CT형강, PC 콘크리트 그리고 현장타설콘크리트 슬래브로 이루어진 합성보이다. 이 시스템은 단순보에 대한 휨 및 전단실험을 수행하였고 우수한 거동을 보였다. 그러나 현장적용을 위해서는 TEC-BEAM과 RC 기둥 강접합 상세개발이 필요하다. 이 접합부는 TEC-BEAM의 하부에 발생하는 힘을 기둥에 전달하기 위한 매캐니즘을 발생해야만 한다. 그래서 TEC-BEAM의 단면이 증대되어 TEC-BEAM 플랜지 하부로 철근이 배근되는 접합부를 개발하였다. 본 논문에서는 제안된 시스템의 구조적 성능 평가를 위해 2개의 실험체에 대하여 실험하였다. 실험변수는 철근의 정착길이 즉, 증대된 단면의 길이이며, 실험결과 제안된 시스템은 우수한 접합부를 구조 성능을 가지고 있음을 확인할 수 있다.

• 한국미생물·생명공학회지
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• 제5권3호
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• pp.141-151
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• 1977

Nocardia sp의 tellurite 및 tellurate 환원효소의 세포내 분포 및 이의 정제법에 대한 실험과 효소 화학약 성질에 대한 연구를 요약하면 다음과 같다. Nocardia sp의 tellurite 및 tellurate 환원효소는 세포질중에 존재하며 T.T.C.의 환원부위와는 세포내에서의 존재양식이 서로 다르다. 세포용성 성분을 균체로부터 조제하여 이것을 재료로 해서 유안여석법, DEAE-Cellulose column chromatography등을 병용함에 따라, tellurite및 tellurate 환원순서의 정제가 가능하다. 이상의 정제효소를 사용하여 이의 낙소 화학적 성질에 대하여 검토한 결과, 수소공여체로는 NADH, NADPH 환원형(methylene blue)의 어느 것이든 작용한다는 것을 알았지마는 아마 생리적 수소공여체는 NADH, NADPH의 양자이든가 또는 이들 양자중에서 어느 하나일 것이다. 한편 이들 수소공여체에 대한 수소수용기는 본 효소에 있어서는 tellurite가 균체의 기질이 되지마는 tellurite 및 tellurate와 화학구조가 유사한 selenite, selenate를 환원하여 각각의 기질화합물중에 함유되어 있는 금속을 석출한다는 것도 알게 되었다.

• 한국약용작물학회지
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• 제15권1호
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• pp.6-11
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• 2007

작약의 지상부인 잎과 줄기에서 물질을 분리 동정하기 위해 MeOH 추출 및 column chromatograpy하여 단일 물질 5종을 분리하였으며, 분리한 물질에 대하여 IR, UV, Mass, NMR 등을 이용하여 화학구조를 동정하였다. 그 결과 oleanolic acid, kaempferol, methyl gallate, astragalin, paeoniflorin의 구조가 확인되었으며 이들 화합물은 작약의 지상부인 잎과 줄기에서는 처음으로 분리되었다.

• 국제초고층학회논문집
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• 제9권4호
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• pp.325-334
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• 2020

This paper aims to evaluate the interfacial stress concentrations on connection between vertical through-plate and H-beam in CFT column. Full-scale experiments were performed on three specimens with varying thickness of the vertical through-plate to investigate the interfacial stress concentration factor in the connections. The specimens underwent brittle failure at the location where the steel beam is connected to the vertical through-plate before the steel beam reached its plastic moment. The strain data of the part were analyzed, and the sectional analyses were conducted to determine appropriate residual stress models. In addition, the stress concentration factor was quantified by comparing the analytical local behavior in which the stress concentration is not reflected and the experimental data reflecting the stress concentration. The results showed that the maximum reduction of the stress concentration factor due to an increase in the thickness of the vertical through-plate is 50.3%.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.446-451
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• 2000

In case of strong earthquake, upper-sheat wall lowe-frame structures show the weak-story failure at lower part. Where we should guarantee sufficient strength, energy dissipation capacity and ductility. In this study, a typical structure was selected for a prototype and four 1:2.5 scaled models, representing the subassemblages including the interior column and the deep beam, were constructed. Experimental parameters include transverse reinforcement ratio and axial force. The non- linear behavior of the subassemblages subjected to the cyclic lateral displac-ement were evaluated through investigation of the ultimate strength, ductility, load-deformation characteristics. From the results of the tests on 4 specimens, it is concluded that the strength increased as the axial force increased and the ductility increased as the transverse reinforcement ratio increased.

• Steel and Composite Structures
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• 제3권5호
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• pp.371-382
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• 2003

This paper analyses the response of rigid and semi-rigid steel-concrete composite joints under monotonic loading. The influence of some important parameters, such as the presence of column web stiffening and the mechanical properties of component materials, is investigated by using a three-dimensional finite element modelling based on the Abaqus code. Numerical and experimental responses of different types of composite joints are also compared with the analytical results obtained using the component approach proposed by Eurocode 4. The results obtained with this approach generally fit well with the numerical and experimental values in terms of strength. Conversely, some significant limits arise when evaluating initial stiffness and non-linear behaviour of the composite joint.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 춘계 학술발표회 논문집
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• pp.228-235
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• 2002

As the response spectrum method generally used in the earthquake resistant design is a linear method, the nonlinear behavior of a structure is to be reflected with a specific factor. Such factors are provided in the "Design Criteria for Roadwaybridges"as response modification factors and in the Eurocode 8, Part 2 as behavior factors. In this study a 5-span steel box bridge with single column piers is selected and the behavior factor is determined. The linear time history analyses are carried out with a simple linear model, where the nonlinear behavior of piers leading to the ductile failure mechanism is considered as predetermined characteristic curves.

• Steel and Composite Structures
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• 제3권2호
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• pp.75-95
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• 2003

A numerical model is presented to simulate the mechanical behaviour of composite steel and concrete columns taking into account the interaction between the hollow steel section and the concrete core. The model, based on displacement finite element methods with an Updated Lagrangian formulation, allows for geometrical and material non linearities combined with heating over all or a part of the section and column length. Comparisons of numerical calculations made using the model with 33 fire resistance tests show that the model is able to predict the fire resistance, expressed in minutes of fire exposure, of composite columns with a good accuracy.