• Proceedings of the Korean Vacuum Society Conference
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• 2013.08a
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• pp.297.1-297.1
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• 2013

PV모듈은 다수의 태양전지를 상호 연결한 후 라미네이션(Lamination)공정을 통해 오랜 시간 견딜 수 있는 하나의 구조물로 만든 것이다. 외부환경 노출되어 장시간 발전하는 PV모듈은 설하중 풍하중 등 다양한 응력을 받는다. 이러한 외부 응력은 PV모듈 내부의 태양전지를 파손시켜 발전 출력의 감소를 발생 시킬 수 있다. 따라서 기계적 신뢰성을 보장하는 것은 매우 중요하며, PV모듈의 기계적 강도를 향상시키기 위한 연구가 활발히 진행되어지고 있다. 따라서, 본 논문에서는 PV모듈의 기계적, 물리적 변형을 최소화 하고자 PV모듈 전면에 사용되는 강화유리의 두께를 증가시켜 기계하중 시험을 진행하였다. 실험은 K SC IEC 61215의 PV모듈 인증시험 기준에서 제시하는 기계강도 시험과 동일한 방식으로 시험을 실시 하였으며, 전면유리 두께가 3.2 mm, 4 mm, 5 mm인 PV모듈을 사용하여 하중에 대한 최대변형과 출력 변화를 관찰하였으며, EL (electroluminescence) 측정을 통하여 기계강도 실험전 후의 모듈 내부 태양전지 파손 여부를 확인하였다. 이러한 결과는 PV모듈에 대한 내풍압 및 적설하중 등 Field에서 발생될 수 있는 물리적 내구성능을 분석하는데 많은 도움이 될 수 있다.

• Journal of Korean Ophthalmic Optics Society
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• v.8 no.2
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• pp.57-63
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• 2003

To investigate the RMS SD(Root Mean Square Spot Diameter) in a back focal plane as the front surface power, the center thickness, and the refraction index vary, we use programs which are Cove V and LOSA 2.0, and consider a spectacle lens with back vertex power of -4.00D and diameter of 70 mm. We also consider the front surface power varied from 0.00 to 10.00D, the center thickness varied from 1.1 to 2.0 mm, and the indices which are $n_d$ = 1.498, 1.523, 1.586, and 1.660, respectively. As the front surface power increases the RMS SD in the back focal plane increase rapidly. When the refraction index increases, the RMS SD in the back focal plane decrease and the variation of RMS SD in the back focal plane decreases as the front surface power increases. When the center thickness of spectacle lens increases, the RMS SD in the back focal plane is constant and the edge thickness of that increases. We know from these results that the image in the back focal plane of a spherical spectacle lens improves as the front surface power increases and the refraction index decreases.

• Journal of Korean Society of Environmental Engineers
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• v.34 no.12
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• pp.835-839
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• 2012

In recent decades, a lot of noise barriers have been installed along paved road in order to reduce the road induced noise, which increases as traffic volume grows. For better range of sight, transparent noise barriers are widely installed despite of reflecting noise. In this study, the effect of surface shape and pattern of noise barriers on the reduction of reflecting noise was analyzed to maximize the noise reduction. According to the number of shape and pattern, it was observed that there were noise reduction effect as of 0.9~1.5 dB(A). It was found that the spatial field where the noise concentrates or disperses changes according to the width of blocks on the barriers as well. It suggests that there might be possibility of surface shape modification to optimize the noise reduction technology.

• Journal of the Korean Geotechnical Society
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• v.19 no.6
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• pp.387-395
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• 2003

Model tests were conducted to study the behavior of the piled raft foundation system on sands. Especially in this study, the method using the triaxial compression apparatus was devised and used to apply the confining pressure which is considered difficult in the existing model test on the soil. Steel rods (6mm dia.) and aluminum plates (8mm thickness, 50mm dia.) were used to simulate piles and rafts respectively. Jumunjin standard sands were used to ensure the homogeneity of the sample. After the sample with the piled raft model was laid inside the triaxial cell, the confining pressure was applied and then the compressive force was applied. The increase and/or decrease ratio of the bearing capacity, the load distribution ratio between raft and piles and the effect of settlements decrease depending on the confining pressure, the number of piles and the length of piles were analyzed and the bearing capacity and skin friction of the pile was calculated. By the results of these experiments, the bearing capacity increased and the settlement decreased with this piled raft foundation system. Especially the effect was larger with the increase of the number of piles than with the increase of length of piles. Hereafter, the study of the load transfer mechanism of piles under confining pressure would be made possible using these small model tester like triaxial compression apparatus.

• Journal of the Korean Geotechnical Society
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• v.29 no.12
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• pp.57-67
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• 2013

Micropile technology has evolved continuously since its instruction by Fernando Lizzi in the 1950s. The effects of group micropile have been researched by many researchers. The effects of group micropile differ and change with pile length, pile spacing (S), pile angle (${\theta}$) and pile embedded conditions. In the present study, the effects of resistance increase and settlement reduction from micropiles were investigated through a series of axial load tests. For the study, axial load tests were performed using mat, group micropiles and micropiled-raft (MPR) in various pile spacing and pile angle conditions. As the result, the effects of resistance of micropiled-raft were 80% (3D) to 110% (7D) of the total resistance of mat and group micropile. The effects of settlement restraint of micropiled-raft were 20% (S=3D, ${\theta}=45^{\circ}$) to 70% (7D, ${\theta}=15^{\circ}$) of settlement of mat foundation.

• Composites Research
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• v.26 no.6
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• pp.363-372
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• 2013

Numerical simulation for Resin Transfer Molding manufacturing process is attempted by using the eXtended Finite Element Method (XFEM) combined with the level set method. XFEM allows to obtaining a good numerical precision of the pressure near the resin flow front, where its gradient is discontinuous. The enriched shape functions of XFEM are derived by using the level set values so as to correctly describe the interpolation with the resin flow front. In addition, the level set method is used to transport the resin flow front at each time step during the mold filling. The level set values are calculated by an implicit characteristic Galerkin FEM. The multi-frontal solver of IPSAP is adopted to solve the system. This work is validated by comparing the obtained results with analytic solutions. Moreover, a localization method of XFEM and level set method is proposed to increase the computing efficiency. The computation domain is reduced to the small region near the resin flow front. Therefore, the total computing time is strongly reduced by it. The efficiency test is made with a simple channel flow model. Several application examples are analyzed to demonstrate ability of this method.

• Journal of the Korean Geotechnical Society
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• v.23 no.12
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• pp.83-94
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• 2007

Piled raft foundations have been highlighted as an economical design concept of pile foundations in recent years. However, piled raft foundations have not been widely used in Korea due to the difficulty in estimating the complex interaction effects among rafts, piles and soils. The authors developed an effective numerical program to analyze the behavior of piled raft foundations for practical design purposes and presented it briefly in this paper. The developed numerical program simulates the raft as a flexible plate consisting of finite elements with eight nodes and the raft is supported by a series of elastic springs representing subsoils and piles. This study imported another model to simulate pile groups considering non-linear behavior and interaction effects. The apparent stiffnesses of the soils and piles were estimated by iterative calculations to satisfy the compatibility between those two components and the behavior of piled raft foundations can be predicted using these stiffnesses. For the verification of the program, the analysis results about some example problems were compared with those of rigorous three dimensional finite element analysis and other approximate analysis methods. It was found that the program can analyze non-linear behaviors and interaction effects efficiently in multi-layered soils and has sufficient capabilities for application to practical analysis and design of piled raft foundations.

• Proceedings of the Korea Information Processing Society Conference
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• 2003.11a
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• pp.131-134
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• 2003

최근 웹사이트에 클러스터링 기술이 많이 적용되고 있다. 그 중 리눅스 가상 서버를 이용한 형태로 많이 구축되고 있는데 이 형태는 전면 서버가 한 대이므로 사용자 요청이 많이 증가하면 병목현상으로 더 이상 서비스를 할 수 없는 상황이 발생할 수 있다. 그래서 본 논문에서는 다수의 전면서버를 갖는 형태의 클러스터링 기술을 구현하고 기존의 형태에 비해 성능의 우수함을 보이기 위하여 여러 형태의 클러스터를 구성하여 비교 실험한다.

• 해운
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• no.2 s.2
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• pp.20-27
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• 2004

오는 7월 1일부터 전면 발효되는 ISPS Code에 대비하여 세심한 준비가 요구되고 있다. ISPS Code 시행시기가 4개월밖에 남지 않은 현재 국적선의 경우 ISPS Code를 이행하기 위한 준비단계에 불과한 선박보안계획서(SSP)의 승인은 회원사 소속 선박 380여척 중 비국적선의 경우 110척, 국적선의 경우도 110척에 불과해 준비를 서둘러야 할 상황이다. 국제 보안증서를 취득하기 위해 소요되는 시일이 대략 75일 소요되는 점을 감안할 때, 늦어도 3월 말까지는 보안계획서 승인을 신청해야 하기 때문이다.

• Proceedings of the KOR-BRONCHOESO Conference
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• 1997.04a
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• pp.117-117
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• 1997

성문하 협착과 기관 협착이 동반된 경우 이를 치유할 몇가지 방법이 시도되고 있으나 만족할만한 효과를 얻지는 못하고 있다. 저자들은 성문하와 기관협착이 동반된 27세 남자환자에서 기관 및 성문하 협착부 전면을 제거후 쇄골에 흉쇄유돌근(Sternocleidomastoid muscle: SCM)이 붙은채로 쇄골의 절반을 절제하여 수질부위를 제거후 협부점막을 부착하였다. 이렇게 얻어진 Vascularized clavicle을 성문하와 기관의 전면부 재건에 이용하여 좋은 결과를 얻었기에 문헌고찰과 함께 이를 보고하고자 한다.