• 한국미생물·생명공학회지
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• 제30권1호
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• pp.91-97
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• 2002

Removal of malodorous gases from swine manure by a polyurethane biofilter inoculated with heterotrophic and autotrophic bacteria was investigated. Ammonia, hydrogen sulfide and other gases could be efficiently treated at 3~3.6 second of empty bed retention time by the polyurethane biofilter. In the range of SV $200~l,200h^{-1}$ , the average removal efficiency of odor was about 89% when the odor unit of inlet gas was below 4100. Odor elimination capacity of the polyurethane biofilter was$ 1.8$\times$10^{5}$ $~5.0$\times$10^{7}$OUㆍm$^{-3}$ㆍ$h^{-1}$ that were 84~90% of the inlet load. The critical loads of $NH_3$ and $H_2$S, which mean 97% removal with respect to the inlet loads, were 31 and $27 g.m^{-3}$ ㆍ$h^{-1}$ , respectively. The maximum elimination capacities of $NH_3$ and $H_2$S were 56 and $157 gㆍm^{-3}$ ㆍh$^{-1}$ , respectively. Although the removability for$ NH_3$ and $H_2$S was not influenced by $H_2$S$NH_3$ ratio (ppmv/ppmv), the $H_2$S removability was inhibited by high $H_2$S concentration more than 80 ppmv.

• Journal of Chest Surgery
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• 제35권9호
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• pp.664-667
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• 2002

선천성 심질환에 대한 개심술후 발생한 폐동맥 고혈압 위기증이 혈관확장제 등의 내과적 치료에 반응하지 않는 경우에 체외막 산소화 장치를 사용함으로써, 안정적인 산소공급의 확보를 통한 폐혈관 저항의 상승 방지, 심박출량의 상당 부분의 바이패스를 통한 폐관류압의 감소, 우심실의 용적 부하 감소 및 심실보조 기능을 통한 우심부전 및 저심박출의 예방 등의 치료 효과를 기대할 수 있다. 본 증례의 경우, 동맥관 개존증과 이차성 폐동맥 고혈압이 합병되어 있었던 37세 남자에서 수술후 발생한 폐동맥 고혈압 위기증에 대한 치료시 체외막 산소화 장치를 함께 사용하여 좋은 결과를 얻었기에 보고하는 바이다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1546-1553
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• 2005

In this study, geotextiles was applied on the selected track-bed, which is relatively economical and efficient way to prevent the problem of mud-pumping and settlement. Field testing sections from Mock-haeng to Dong-ryang in the Chung-buk lines in Korea were selected to investigate the state of track and roadbed. And three places were chosen among 1,700 spots where mud-pumping was frequently occurred and maintenance required. At the curved section with radius of 500m between Mock-haeng and Dong-ryang, we divided this testing site into 5 section and 4 different types of geotextile were installed and left the last section with no reinforcement. Total length of the test site was 200m and individual length of each site was 40 m. In order to understand the state and the strength of prepared roadbed, stiffness and physical properties of the roadbed soil were evaluated and analyzed. Also, after the installation, mud-pumping, settlement of elastic or plastic sleeper, failure of track, wheel-loads, lateral force and earth pressures were investigated.

• 한국통신학회논문지
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• 제29권4B호
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• pp.424-434
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• 2004

유비쿼터스 네트웍은 다양한 프로토콜을 사용하는 많은 디바이스로 구성되며 상호간의 유연한 연동을 필요로 한다. 본 논문에서는 유비쿼터스 네트웍 환경에서 디바이스 상호간의 신뢰성 있는 통신을 지원하기 위한 계층적 이벤트 서비스와 이를 위한 다중 이벤트를 제안한다. 본 논문에서 제안된 이벤트 서비스는 다양한 통신 방법을 지원하기 위해 물리적인 위치 및 논리적인 위치에 따라 디바이스를 분류하였으며 분산 네트웍 환경에서 나타나는 이벤트 전송의 중복을 제거하여 네트웍 부하를 줄이며 이벤트 전송 과정에서 발생 가능한 오류에 대하여 신뢰성있는 처리를 보장하도록 설계 구현되었다. 제안된 이벤트 서비스는 홈 네트웍 사례 연구를 통하여 직접 구현되었으며 성능을 평가하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 춘계학술대회 논문집
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• pp.734-743
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• 2005

In this study, geotextiles was applied on the selected track-bed, which is relatively economical and efficient way to prevent the problem of mud-pumping and settlement. Field testing sections from Mock-haeng to Dong-ryang in the Chung-La lines in Korea were selected to investigate the state of track and roadbed. And three places were chosen among 1,700 spots where mud-pumping was frequently occurred and maintenance required. At the curved section with radius of 500m between Mock-haeng and Dong-ryang, we divided this testing site into 5 section and 4 different types of geotextile were installed and left the last section with no reinforcement. Total length of the test site was 200m and individual length of each site was 40 m. In order to understand the state and the strength of prepared roadbed, stiffness and physical properties of the roadbed soil were evaluated and analyzed. Also, after the installation, mud-pumping, settlement of elastic or plastic sleeper, failure of track, wheel-loads, lateral force and earth pressures were investigated.

• Design & Manufacturing
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• 제9권3호
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• pp.14-18
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• 2015

Although demand for non-metalic materials, acrylic and metal plate material is increased. The complex processing equipment that can machine it at the same time is extremely limited. In case of existing manual multiple routers, it is no substantial demand due to the difficulty in use and low efficiency. In this study, the CNC multiple router was designed. The structural analysis was carried out according to the structure of the bed as a basic step for the development of multiple CNC router system that can guarantee the increase in yield while optimizing the manufacturing process. CNC router added a dummy was carried out about weight analysis and load analysis. Development of a CNC router system will be progressed on the basis of the analysis result.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1998년도 봄 학술발표회 논문집
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• pp.433-440
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• 1998

For many decades, railroad technology was used to set up tracks with jointed rails and lengths in accordance with rolling and handling technology. The joints lead to drawbacks in the track and in controlling rising maintenance costs. So, railroad engineers became interested in eliminating joints to increase loads, speeds and improvements in rolling, welding, and fastening technology. Continuous welded rail(CWR) track has many advantages over the conventional jointed-rail track. In the case of the elimination of rail joints, it may cause the track to be suddenly and laterally buckled by thermal forces and vehicle load. Thermal forces are caused by an increase in the temperature of railway track. For many years, many analytical and experimental investigations have been conducted to improve the safety of CWR track by various research center in many country. In this paper, CWR track model and CWRB program is developed for buckling analysis using finite element method(FEM). The finite element discretization is used for a rail element with a total of 14 degrees of freedom. The stiffness of the fasteners, tie, and ballast bed is included by a set of spring elements. The investigation on the buckling modes and temperature of CWR track is presented in this paper

• 한국해양공학회지
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• 제30권6호
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• pp.484-497
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• 2016

In order to understand the characteristics of the topography change in front of an impermeable breakwater, a coupled model for a two-way analysis of the existing LES-WASS-2D and newly developed morphodynamic model was suggested. A comparison to existing experimental results revealed that the results computed using the 2-D hydro-morphodynamic model were in good agreement with the experimental results for the wave form, pore water pressure in the seabed, and topographical change in front of a submerged breakwater. It was shown that the two-way model suggested in this study is applicable to a morphological change in the seabed around a submerged breakwater. Then, using the numerical results, the topographical changes in front of an impermeable submerged breakwater were examined in relation to partial standing waves. Moreover, the characteristics of the local scour depths in front of them are also discussed in relation to incident wave conditions, sediment qualities, and submerged breakwater shapes.

• 한국해안해양공학회지
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• 제7권1호
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• pp.12-23
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• 1995

불규칙파에 의한 연안류를 수치모형으로 해석하였으며, 수치모형에 사용되는 제 경험식들을 개선하였다. 불규칙파의 쇄파조건으로 Kitaigorodskii의 평형조건식을 수정하여 사용하였으며, 실제 해저면에서의 마찰력을 계산하기 위하여 연흔의 생성과 형상에 따른 조고의 증가와 토사가 이동할 때 발생하는 에너지 손실을 고려한 조고의 증가를 동시에 고려하였다. 연흔 형상 산정식으로 Nielsen 식과 Madsen-Rogengaus 식을 사용하였는데, 연흔형상에 대한 두 식의 산정결과는 비슷하나 등가조고 산정에 도입되는 비례상수의 수치가 달라 추정된 등가조고에는 상당한 차이를 보이고 있다. 난류에너지식과 확산길이식에 사용되는 경험상수를 최적화 기법으로 결정하였으며, 이를 이용하여 불규칙파에 의한 연안류를 예측하였다.

• 대한의용생체공학회:의공학회지
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• 제15권2호
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• pp.183-188
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• 1994

In clinical orthopaedics, bone resoption in the cortex is often seen post operatively on X-rays or bone densitometry after total hip replacement (THR) in the form of cortical osteoporosis or atropy. Stress shielding of bone occurs, when a load, normally carried by the bone alone, is shared with an implant as a result, the bone stresses are abnormal and with remodelling analysis this may cause extensive proximal bone resoption, possibly weakening the bone bed to the point of failure. The author made finite element models of the cemented and non-cemented type implanted femoral stem with bone resorption of the proximal medial femur and studied the feed back effect of the various degree of bone resoption to THR system by parametric analysis on the stress of the femoral stem and interface. The results of the present finite element analysis implied that the extent of proximal bone resorption has the effect of more increasing stress on the distal stem tip, cement mantle and interface in both type of femoral stem and this high distal stress possibly can cause the mechanical failure of loosening or failure after THR.