• Proceedings of the Korean Society of Machine Tool Engineers Conference
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• 2003.10a
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• pp.118-124
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• 2003

응축기, 증발기, 전열관에 사용되는 Fin Tube는 열전달효율 향상을 위하여 Fin의 높이 를 증가시키고, Tube의 최소두께를 얇게 가공하는 경향으로 발전하고 있다. 따라서, Fin Tube의 와전류탐상(ECT; Eddy Current Testing)에 의한 결함검출에 더욱 어려움이 예상된다. 본 연구에서는 Fin Tube의 Fin 높이를 3단계로 변화시켜 Tube를 제작하고, Tube에 축 방향결함, 원주방향결함, 원형결함을 각각 Fin Tube의 안쪽에 최소두께의 20%, 40%, 60% 의 동일결함율을 갖는 인공결함 시험편을 제작하였다. 제작한 원형결함시험편에 와전류탐상을 수행하여 Fin 높이에 따른 최적주파수의 변화를 연구하였다. Fin높이가 다른 원형결함 시험편에 1~20KHz 주파수를 적용한 결과 최적주파수는 12KHz로 Fin높이에 크게 영향을 받지 않음을 밝혔다 또한 Fin높이에 따른 최적주파수변화는 크지 않으나 Fin 높이가 높을수록 100%관통결함의 위상각(40')에 근접하여 나타났다. 축방향결함, 원주방향결함, 원형결함을 갖는 시험편에 와전류탐상을 수행한 결과 원형결함을 갖는 시험편의 신호 감도가 축방향결함, 원주방향결함보다 좋게 나타났다.

• Journal of Korean Society of Steel Construction
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• v.20 no.6
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• pp.711-722
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• 2008

Existing tube for concrete filled tubular structure is made through welding of four plates irrespective of tube thickness, so production performance is poor and special welding technique is needed to weld the internal diaphragm and through the diaphragm. Therefore, through manufacturing by cold forming development of beam to column connections that is no welding in position of stress concentration is needed. In this study the proposal of beam to column connections details and to making tube specimens by method of bending steel plates, we want to know the compositeeffect between internal anchor and concrete by processing on stress distribution and internal force evaluation of concrete filled tube beam to column connections with a variable of flange welding existence between column and beam, welding quantity between column and diaphragm, existence of concrete in tube, column with diaphragm and general column.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.1A
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• pp.25-33
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• 2011

The impact damage behavior of steel-strengthened concrete panels exposed to explosive loading is investigated. Since real explosion experiments require the vast costs to facilities as well as the blast and impact damage mechanisms are too complicated, numerical analysis has lately become a subject of special attention. However, for engineering problems involving blast wave and fragment impact, there is no single numerical method that is appropriate to the various problems. In order to evaluate the retrofit performance of a steel-strengthened concrete panel subject to blast wave and fragment impact loading, an explicit analysis program, AUTODYN is used in this work. The multi-solver coupling methods such as Euler-Lagrange and SPH-Lagrange coupling method in order to improve efficiency and accuracy of numerical analysis is implemented. The simplified and idealized two dimensional and axisymmetric models are used in order to obtain a reasonable computation running time. As a result of the analysis, concrete panels subject to either blast wave or fragment impact loading without the steel plate are shown the scabbing and perforation. The perforation can be prevented by concrete panels reinforced with steel plate. The numerical results show good agreement with the results of the experiments.

• Korean Journal of Ecology and Environment
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• v.43 no.1
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• pp.150-160
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• 2010

The objective of this study was to analyze long-term temporal trends of water chemistry and spatial heterogeneity for 7 sampling sites of the Hyeongsan River watershed using water quality dataset during 1999 to 2008 (obtained from the Ministry of Environment, Korea). The water quality, based on eight physical and chemical parameters, varied largely depending on the years, seasons and sampling sites. Seasonal and annual means of conductivity, used as a key indicator for a ionic dilution declined during the monsoon season and TN, based on overall mean of all sites, showed marked declines during the monsoon, compared to those of the premonsoon. In the mean time, BOD and COD had no significant relations with a precipitation, in spite of some differences in the sampling sites. In contrast, major input of SS occurred during the period of summer monsoon season. Spatial trend analyses of all parameters, except for DO and temperatures, showed that gyeongju city acted as a point source, and thus, water quality at the location of Site 4 declined abruptly, compared to locations of Site 1~2. Based on overall dataset, efficient water quality management in the point source tributary streams is required for better water quality of the main Hyeongsan River.

• Proceedings of the Korean Vacuum Society Conference
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• 2010.02a
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• pp.175-175
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• 2010

이전 연구에서는 사파이어 기판 위에 이종에피성장 방법으로 성장한 높은 인듐 조성의 극박 InGaN/GaN 다층 양자우물 구조를 이용한 근 자외선 (near-UV) 영역의 광원에 대하여 보고하였다. 본 연구에서는 HVPE (Hydride Vapor Phase Epitaxy) 법을 이용하여 성장된 free-standing GaN 기판 위에 유기금속 화학증착법 (MOCVD) 을 이용하여 GaN 동종에피박막과 높은 인듐 조성의 InGaN/GaN 다층 양자우물을 성장하였고 그 특성을 분석하였다. Free-standing GaN 기판은 표면 조도가 0.2 nm 인 평탄한 표면을 가지며 $10^7/cm^2$ 이하의 낮은 관통전위밀도를 가진다. Freestanding GaN 기판 위에 성장 온도와 V/III 비율을 조절하여 GaN 동종에피박막을 성장하였다. 또한 100 nm 두께의 동종 GaN 박막을 성장한 후에 활성층으로 이용될 높은 인듐 조성의 InGaN/GaN 다층 양자우물구조를 성장하였다. Free-standing GaN 기판 위에 성장된 GaN 동종에피박막과 다층 양자우물구조의 표면 형상은 주사 탐침 현미경 (scanning probe microscopy, SPM) 을 이용하여 관찰하였고 photoluminescence (PL) 측정과 cathodoluminescence (CL) 측정을 통하여 광학적 특성을 확인하였다. 사파이어 기판 위에 성장된 2 um 의 GaN을 이용하여 성장된 높은 인듐 조성의 InGaN/GaN 다층 양자우물의 결함밀도는 $2.5 \times 10^9/cm^2$ 이지만 동일한 다층 양자우물구조가 free-standing GaN 기판 위에 성장되었을 경우 결함 밀도는 $2.5\;{\times}\;10^8/cm^2$로 감소하였다. Free-standing GaN 기판의 관통전위 밀도가 $10^7/cm^2$ 이하로 낮기 때문에 free-standing GaN 기판에 성장된 높은 인듐 조성의 다층 양자우물구조의 결함밀도가 GaN/sapphire 에 성장된 다층 양자우물의 결함밀도 보다 감소했음을 알 수 있다. Free-standing GaN 기판에 성장된 다층 양자 우물은 성장온도에 따라 380 nm 에서 420 nm 영역의 발광을 보이며 PL 강도도 GaN/sapphire 에 성장한 다층 양자우물의 PL 강도 보다 높은 것을 확인할 수 있다. 이것은 free-standing GaN 기판에 성장된 높은 인듐 조성의 InGaN/GaN 다층 양자우물구조의 낮은 결함밀도로 인하여 활성층의 발광 효율이 개선된 것임을 보여준다.

• Journal of Wetlands Research
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• v.19 no.1
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• pp.80-89
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• 2017

Researches about NPS(Non-point Pollution Source) reduction have been widely carried out in recent years. A pilot channel-type constructed wetland (wet swale) was constructed in Rongyin area to treat stormwater generated from a green house agro-land of 22.7 ha. From 2006 to 2008, monitoring was conducted to evaluate its performance on the removal effect for organic pollutants as well as nutrients. Totally, sampling trips of 17 rainfall events were made and they covered most types of storm events in Korea. The channel-type constructed wetland have average removal efficiencies of 78.3~92.0%, 56.4~66.1%, 28.2~45.5% and 50.6~66.4% for SS, COD, TN and TP, respectively. According to four methods for estimating the removal efficiency, the average efficiencies of TSS, COD, TN and TP are 86.0%, 60.1%, 30.1% and 53.5%, respectively. From 2006 to 2008, annual efficiency improved due to infiltration potential increase. It was found that most of the pollutants removed in this channel type of wetland was particulate solids bound pollutants, which is assumed fact that it lacks of physico-chemical treatment conditions which are commonly observed in the retention type of constructed wetlands.

• Journal of Korean Society of Environmental Engineers
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• v.31 no.7
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• pp.531-540
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• 2009

In this study, thermo-gravimetric analysis(TGA) was used to investigate the effect of urea concentration and heating rate on the ammonia($NH_3$) formation process from urea solution. A newly designed pipe nozzle was inserted through a 1,000 N${\ss}$(C)/h oil firing boiler to compare the DeNOx efficiencies between the upward and downward nozzle. This experiment reveals the effect of path which an urea droplet goes through. Urea solution showed the same TGA graph without regard to the presence of oxygen. Heating rate had a great influence on the weight loss trend. But the concentration of urea solution between 10% and 40% did not affect so much the thermal decomposition temperature. Therefore, heating rate is more important factor on the thermal decomposition of urea than the concentration of urea solution. Three nozzles located at different positions showed similar DeNOx efficiencies such as 68.1%, 71.8%, 70.8% at the same temperature. Even though urea solution was injected for the same zone, the injection direction made much difference in DeNOx efficiency. A upward nozzle showed 68.1% and downward nozzle 9.5%. This results illustrate the importance of heating rate.

• Journal of KIISE:Software and Applications
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• v.36 no.5
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• pp.386-395
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• 2009

Business entities with which most service components interact are kind of cross-cutting concerns in a multi-layered distributed application architecture. When business entities are modified, service components related to them should also be modified, even though they implement common functions of the application framework. This paper proposes what we call DTT (Data Type-Tolerant) component model to process the variability of business entities, or externalized data, which feature modern application architectures. The DTT component model expresses the data variability of product lines at the implementation level by means of SCDTs (Self-Contained Data Types) and variation point interfaces. The model improves the efficiency of application engineering through data type converters which support type conversion between SCDTs and business entities of particular applications. The value of this model lies in that data and functions are coupled locally in each component again by allowing service components to deal with SCDTs only instead of externalized business eutities.

• Journal of Korean Society of Steel Construction
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• v.22 no.4
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• pp.305-312
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• 2010

The objective of this paper is to examine the structural performance of steel moment-resisting frames on the various connection details of Seismic Wide-flanged Beam-to-Rectangular Steel Tube Column connections. Although compared to an H-shaped steel tube, a rectangular steel tube has many advantages and is more efficient, its application is limited due to the lack of experience in using it and the connection details. Existing steel moment connections using the rectangular steel tube are mainly used through plate diaphragms. The processing of construction of the rectangular steel tube is so complicated that it is hard to apply it in the field. In this study, the structural performance and the earthquake capacity of the connection details that do not cut the rectangular steel tube column were investigated. A comparative analysis of the strength, rigidity, and energy absorption capacity of the welded connection details using an end-plate and a haunch was also performed.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.91-91
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• 2015

최근 강우패턴의 변화에 따라 동일한 강우에 대하여 도시지역에서 증가된 첨두유량을 보이며 도달시간이 단축되어 홍수의 위험성이 매우 높다. 도시화에 따라 하천변의 개발과, 불투수 지역의 증가로 배수관망의 분포에 따라 통수능을 초과하지 않는 소규모의 강우에도 내수배제불량에 의한 침수가 발생할 가능성을 지니고 있다. 이러한 도시유역의 침수방지를 위한 내수배제시설에는 배수문, 배수펌프, 저류지, 침투시설 등 다양한 홍수분담시설이 있지만, 기존 도시유역에서의 내수배제는 빗물펌프장 등 일부 구조물에만 치중되기 쉽다. 따라서 다양한 내수배제방안 및 그에 따른 효과를 종합적으로 고려한 내수배제시설의 설치가 필요하다. 도시화가 가중화되고, 인구의 증가와 사회기반시설이 밀집되어 있는 도시지역의 침수는 인명, 재산 및 주요 시설물에 대한 피해로 이어지게 된다. 그러므로 도시지역의 침수로 인한 피해저감에 있어 유출현상의 정확한 해석 능력은 홍수제어를 위한 홍수량의 예측과 배수 및 수방시설의 설계, 침수위험지역 선정 등에 있어서 매우 중요하다. 연구 대상지역은 최근 폭우발생시 침수피해가 빈번히 발생한 서울시의 도림천 유역을 선정하였다. 도림천 유역은 도심지를 관통하며 하천의 일부가 복개되어 하천이 큰 관로의 형태를 띠고 있으며, 하천의 범람, 관거 및 내수배제 불량에 의한 침수피해가 발생하고 있다. 본 연구에서는 도시침수에 대한 효율적인 내수배제를 위한 내수배제시설 설계를 위해 설계강우의 변동에 의한 유출량의 변화를 검토하여, 배수체계에서의 역류로 인한 월류량을 산정한 뒤 범람해석모형인 FLUMEN 모형에 적용하여 도시유역에서 우수의 거동에 관한 모의를 실시하였다.