• 한국정보통신설비학회:학술대회논문집
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• 2009.08a
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• pp.31-35
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• 2009

현재까지의 국가 정보화 정책은 초고속 국가망, 전자정부 시스템, 유비쿼터스 기술개발 및 산업현장 적용 등 정보화 기반 구축 및 서비스 촉진 중심으로 추진되어 왔다. 유 무선 통합, 전화 인터넷 게임 음악 등 단말의 융 복합, 통신과 방송의 경계 붕괴 등 새로운 기술 환경으로 빠르게 변화 하고 있으며, 전자정부, 인프라산업 등 국가 정보화와 관련된 정책간 시너지를 극대화 하기위한 정책 방향이 필요하다. 이러한 기술 발전과 초고속 멀티미디어 서비스 제공을 가능하게 기반을 제공한 것이 2000년 이후 급속적인 광케이블망 보급 확대와 2006년 하반기부터 FTTH에 대한 투자를 활발히 진행되어 왔기 때문이다. FTTH를 기반으로 하는 다양하고 고품질의 서비스 개발 확대와 지속적인 인프라 투자 증가에 따라 향후 모든 가입자 댁내까지 효율적인 FTTH 구축을 추진하기 위해 그동안 발생되어진 문제점들과 이를 해결하기 위한 대안을 제시 하고자 한다. 특히 FTTH 구축에 따른 국사내 시스템 상면배치 문제를 비롯하여 현재까지 RN(스플리터)의 지하 맨홀 내 광접속함 설치에서 전주 광단자함으로 배치이동에 대한 장점 등 가입자 수요 요구에 탄력적으로 대처하기 위한 경제적이고 지하 맨홀 내 광접속함 설치에서 전주 광단자함으로 배치이동에 대한 장점 등 가입자 수요 요구에 탄력적으로 대처하기 위한 경제적이고 효율적인 구축방법에 대해 분석하였다. 또한, 광단자함의 2차RN 스플리터를 설치하여 가입자를 개통하는 방법에 대한 문제점과 가입자 개통시 적용하는 현장조립커넥터에 대한 사용상의 불편함, 손실증가 문제, 가입자 개통구간 고장발생시의 대처방안 문제점 등에 대해 살펴보았으며, 다양한 가입자 주거 환경에 따른 댁내 망구성에 현재 까지 발생된 문제점과 이를 해결하기 위한 방법을 제시하고자 한다.

• Convergence Security Journal
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• v.16 no.7
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• pp.13-19
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• 2016

Recently one of the main keywords representing of Korea is O2O The O2O market is an intersection of online commerce and offline commerce. The spread and popularization of smartphones transform payment market environment from online-based(PC) to mobile-based(Smartphone) which enable payment service expanses to on/off-line both markets. Due to this movement, data security is mo vulnerable than online-based payment service but the preference of serviceability, security threat becomes bigger.O2O service expansion is now at the stage of beginning with the limited influence, but could affect to the establishment of on/off line payment system of VAN and PG in the future. However, in the moment, the motivation to destruct the system is still weak. In this research, the possibility of Non-PG mobile payment service was suggested as a new way of mobile payment service by using PG. With suggestion, it could eliminate the issues of payment method beforehand and provide low fee to merchants.

• Journal of the Korean GEO-environmental Society
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• v.10 no.7
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• pp.167-177
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• 2009

This study investigates a failure mechanism of a tunnel shotcrete lining with respect to a concentrated load due to blocky rock mass. First of all, it is carried out to survey relevant researches to shotcrete failures by literature reviews and to numerically re-investigate the failure modes of shotcrete lining given by previous researches. Through this study, the failure modes are relocated with the conditions which induce each failure mode newly proposed by this study. In addition to this, the arching shape of tunnel lining, which has not been considered in the previous research despite of inherent geometrical characteristics in tunnels, is taken into consideration in numerical investigation on lining failure in this study. As a result, it is shown that more simplified failure modes can be found on the tunnel boundary condition and the corresponding failure condition to each mode can be different from ones of the previous study due to a tunnel arching effect.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.2A
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• pp.117-122
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• 2012

Coastal structures, constructed for preventing coastal slope erosion, often causes the scour on the boundary between the coastal structure and the sea-bed, which might lead to collapse of coastal structures. To prevent the collapse, the usual upright block type coastal structures can be modified to other forms or systems of coastal structures. To validate the performance of the proposed systems, it is necessary to conduct high cost hydraulic experiments. If numerical modeling can be performed prior to the hydraulic experiments and the performance of the proposed systems is analyzed numerically in advance, the expenses can be reduced significantly by optimizing the number of cases for conducting the experiments. In this study, a fluid-structure interaction analysis procedure is proposed for modeling the hydraulic experiments of costal structures using the finite element package, LS-DYNA. As can be found in the usual hydraulic experiments, fluid velocities of potential scour locations are monitored and analyzed in detail for four types of coastal structures, block, step, trapezoid and rubble mound.

• Applied Microscopy
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• v.38 no.2
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• pp.107-115
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• 2008

The filtration barrier of kidney consists of endothelial cell, glomerular capillary, glomerular basement membrane, mesangial matrix, and podocyte. In aged rats, the morphological changes were shown in various parts, including the glomerulus. These changes were thickening of basement membrane and mesangial matrix, crescent formation of glomerular capillary, deformity of foot processes, glomerular sclerosis and obsolescence. But these glomerular morphologies are partial images or few serial images analysis. In this study, we examined the morphological alteration of glomerulus in the young and aged rats by light microscopy, transmission electron microscopy and three dimensional reconstruction. We were found in aged rat glomerulus, expansion of urinary space and mesangial matrix, thickening and degrading of glomerular basement membrane, decreasing in podocyte foot processes, fragmentation of podocytic nucleus membrane. These observations indicate that may provide useful data for investigating the pathogenesis of age-related dysfunction of kidney.

• Journal of the Korean Geotechnical Society
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• v.32 no.10
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• pp.31-40
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• 2016

In order to investigate the change in soil arch structure developed within the soil subjected to trapdoor movement, various responses in the deformed particle assembly were observed via photoelastic measurement technique. The particle assembly was composed of the regularly stacked model particles coated by thin photoelastic material. Variation of the internal structure transmitting contact forces were observed by taking images showing the photoelastic responses and compared with the change in slip lines and pressures measured by load cells placed beneath the assembly. Initial soil arch structure established immediately after the trapdoor movement collapsed progressively and meanwhile a new extended structure was developed against further movement of the trapdoor. For the sufficient movement of the trapdoor, initially identical regions bounded by the soil arch structure and slip lines were separated and the region enclosed by slip lines became a part of the region loosing the transmitting contact forces identified by photoelastic measurement.

• 한국지구물리탐사학회:학술대회논문집
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• 2000.09a
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• pp.158-172
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• 2000

In order to visualize mine cavities, 3D seismic reflection data were acquired at the ground subsidence sites near Nampung coal mine area, Neukguri, Dogye, Samchuck. Full range 3D array with complete range of azimuths on the bins was considered in the data acquisition design. Because of poor S/N data, we estimated the stacking velocities by CVS method, and we estimated the shot and receiver statics on the shot and receiver stack data. We could confirm that features of ground collapse that were expected from the subsidence. In order to visualize the cavities, we need to apply more sophisticated processing schemes, such as velocity analysis, residual statics correction.

• International Area Studies Review
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• v.18 no.3
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• pp.269-291
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• 2014

The purpose of this article is to analyze the tendency and characteristics in armed conflict in post-Cold War era on the basis of Uppsala conflict data program(UCDP) datasets. The collapse of bipolarity and the end of cold War proved a watershed in the dynamics of international conflict. The major shift in the nature of conflict has been away from interstate conflict, leaving intrastate conflict. Major powers have acted carefully against each other and been willing to understand the interests of other to avoid military confrontation and crash. As the means of termination for armed conflict, there is a stronger emphasis on the peace settlement like peace agreement and ceasefire agreement than military victory. Many intrastate conflicts become internationalized, through the involvement of diaspora communities, or regionalized through a spillover effect into neighboring countries. Since the end of the Cold War, the UN has taken a much more active role in conflict management and conflict resolution.

• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.356-356
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• 2020

주거시설 확장 및 도심 내 인프라 구축을 위한 지속적인 산지 개발과 기후변동성 확대로 발생하는 게릴라 국지성 집중호우 등으로 인해 토석류의 발생가능성은 지속적으로 확대되고 있다.(kim et al., 2008) 그러나, 현재 국내의 토석류 방재시설에 대한 설치는 아직 미흡한 실정이며 아직 경사지 재해 발생 위험지역에는 방재시설 설치가 필요하다. 지자체의 제한된 예산으로는 필요한 모든 지역에 설치가 불가하기 때문에 순차적으로 효율적인 설치가 이루어질 필요가 있다. 이에 본 연구에서는 도심지 내 소규모 산지에 대한 효율적인 설치방안을 모색하기 위해서 방재시설 설치 이후 토석류의 거동을 수치모의를 통해 방재시설 설치의 효율성을 분석하였다. 도심지 내 위치한 토석류 발생이력이 있는 소규모 산지의 토석류의 특성을 조사한 결과, 주요 발생원인은 국지성 집중호우로 인한 지반 약화로 인해 급경사를 이루고 있는 암반층 상단에 분포한 퇴적층의 붕괴가 주요 원인으로 나타났다(Kang et al, 2014) 조사결과에 근거하여 해당 유역에 대한 토석류 발생의 유입조건을 산정하였으며 유입조건에 대해 토석류 거동 예측 2차원 해석 소프트웨어인 FLO-2D를 사용하였다. 수치모의를 수행하여 방재시설이 미설치된 상태에서 발생한 토석류의 거동을 실제 발생한 토석류와 비교하였다. 또한, 수치모의에서 방재시설의 구현이 제한되므로 4가지 방재시설(교란사면용 토석류 방지시설, 울타리형 토석류 방지시설, 토사유출 저감용 지오셀, 토석류 방재장치)에 대해 경계조건의 변경을 통해 간접적으로 구현해 결과를 분석하였다. 방재시설은 종류 및 설치위치에 따라 토석류에 대한 피해저감효과가 상이하게 나타났다. 토석류 방재장치를 토석류 발생위치 전방 50 m 지점에 토석류 방재장치를 설치한 경우, 토석류의 유속이 20% 감소하여 피해범위는 36% 감소하였으며, 전방 200 m 지점에 설치한 경우, 피해범위가 14% 감소하였다. 검토한 4가지의 토석류 방재시설 중 토석류 방재장치가 가장 효율적인 결과를 나타냈다. 향후에는 피해범위에 대한 조건 외에 시공 및 유지관리 등에 대한 경제성검토를 한다면 종합적으로 방재시설 효율성을 검토할 수 있을 것으로 본다.

• Economic and Environmental Geology
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• v.54 no.2
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• pp.271-283
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• 2021

The Imjingang Belt in the middle-western Korean Peninsula has tectonically been correlated with the Permo-Triassic Qinling-Dabie-Sulu collisional belt between the North and South China cratons in terms of collisional tectonics. Within the belt, crustal-scale extensional ductile shear zones that were interpreted to be formed during collapsing stage with thrusts and folds were reported as evidence of collisional events by previous studies. In this study, we tried to understand the nature of deformation along the southern boundary of the belt in the Munsan area based on the interpretations of recently conducted structural analyses. To figure out the realistic geometry of the study area, the down-plunge projection was carried out based on the geometric relationships between structural elements from the detailed field investigation. We also conducted kinematic interpretations based on the observed shear sense indicators from the outcrops and the oriented thin-sections made from the mylonite samples. The prominent structures of the Munsan area are the regional-scale ENE-WSW striking thrust and the N-S trending map-scale folds, both in its hanging wall and footwall areas. Shear sense indicators suggest both eastward and westward vergence, showing opposite directions on each limb of the map-scale folds in the Munsan area. In addition, observed deformed microstructures from the biotite gneiss and the metasyenite of the Munsan area suggest that their deformation conditions are corresponding to the typical mid-crustal plastic deformation of the quartzofeldspathic metamorphic rocks. These microstructural results combined with the macro-scale structural interpretations suggest that the shear zones preserved in the Munsan area is mostly related to the development of the N-S trending map-scale folds that might be formed by flexural folding rather than the previously reported E-W trending crustal-scale extensional ductile shear zone by Permo-Triassic collision. These detailed examinations of the structures preserved in the Imjingang Belt can further contribute to solving the tectonic enigma of the Korean collisional orogen.