• 전기학회논문지
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• 제65권4호
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• pp.695-703
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• 2016

The maintenance method for the electrical facility of high speed railway has been evolved from inspection by personnel to the automated way by the detection devices. In particular, the signalling equipment in order to increase the safe and efficient operation of the trains is required to maintain normal operation by periodic maintenance. Because the return current gives the most important effects to the wayside equipment in case of the failures, a method is needed to measure the unbalanced rate of return current on the train at high speed driving. The Hot Box Detector(HBD) device that is installed at track-side has a function to recognize the abnormal axle box by detecting the temperature that occurs in the axle of train passing over its device. In order to implement the measurement equipment for unbalanced rate of return current and axle temperature, the design method is proposed and the experimental test results by test bed are included in the paper.

• 농촌지도와개발
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• 제23권1호
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• pp.39-51
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• 2016

The purpose of this study is to examine the female marriage immigrants' social unification through their employment. The subjects of this study were 116 female marriage immigrants who lived in Kyungi-do. This study analyzed employment desire, barrier and volition differences of female marriage immigrants between their socio-demographic factors and effects of their employment desire and barrier to employment volition. Results of this study; First, desire of maintenance of livehood and self esteem to employment incresed with age. Second, there were differences in desire of maintenance of livehood and self esteem to employment between their countries of origins. Third, employment volition and self esteem to employment increased with level of education. Fourth, there were differences in employment volition and self esteem to employment between the length of residence in Korea. Fifth, employment desire and self esteem to employment increased with ability to Korean, but internal barrier of employment decreased by ability to Korean. Sixth, desire of identity from employment and self esteem to employment increased with the number of children. Seventh, employment desire influenced employment volition, self efficacy and self esteem to employment.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.1864-1874
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• 2007

Korean trains pass many mountain areas, so the volume of structures like bridge and tunnel has large part of railway lines. Train speed-up naturally needs a straight line in railway, then structures are increasing, and the length of structure has more than 70% in Kyongbu high-speed railway. The stiffness of bridge and tunnel is higher than the soil in the roadbed in spite of dynamic difference in vibration and displacement. Differences in stiffness have more dynamic effects and increase the deformation and destruction in the track and roadbed. This influences passenger's comfort and the safety of operation, and it needs more track maintenance. This study selected tunnel with ballast track, tunnel with concrete track, and structure's approaches with short maintenance cycle in the roadbed and had track acceleration tests and track liner inspections using track master in the field. This study will measure periodically to structure's approaches which have very fast track irregularity and analyze dynamic differences and track irregularity near structure's approaches, so realize the cause of track irregularity of structure's approaches and use basic data for reasonably strengthening method of structure's approaches.

• 터널과지하공간
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• 제11권2호
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• pp.146-155
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• 2001

터널 유지관리 단계의 계측을 통해 획득한 내공변위 자료를 이용하여 라이닝 단면에 작용하는 축력 및 휨 모멘트의 단면력을 역산하기 위한 기법을 제시하였다. 계측을 위해 Digital방식의 DOCS시스템을 지하철 단면에 적용하였다. 역산결과 매설식 계측기기에 의해 측정된 측정하중과 일치함을 알 수 있어 기법의 효용성이 입증되었다. 또한, 계측기 센서의 진동, 시험 열차 운행, 터널내 온도변화 및 고전압에 의한 영향을 검토하여 향후 유지관리 방안을 제시 하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제7권2호
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• pp.247-261
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• 2003

The technique of posttensioning has been used successfully to improve the performance of existing concrete structures. However, very few applications of this technique can be found in steel structures. Posttensioning by means of high strength cable or bar can be used to effectively increase the working load capacity of Truss Bridges. The benefits of posttensioning trusses can be achieved in strengthening of existing structures as well as in the design of new structures. In this paper, the elastic behavior of posttensioned trusses with straight and draped tendon profiles is examined. For the analysis of posttensioned trusses in the elastic range of behavior, two methods are presented, namely, the flexibility method and the mixed-method, i.e., a combination of the stiffness and flexibility methods. Using the presented methods, the effects of design variables such as the tendon profile, truss type, prestress force, and tendon eccentricity on the working load and deflection of trusses are studied. The results show that the allowable load of truss increases proportionally with increase in prestress force and eccentricity. Posttesioning enlarges the elastic range, increases redundancy, and reduces deflection and member stresses. Thus, the remaining life of a truss bridge can be increased relatively inexpensively.

• 한국구조물진단유지관리공학회 논문집
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• 제8권3호
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• pp.243-250
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• 2004

SPS 공법에서 철골보는 가설상태에서 띠장을 지지하는 버팀대로 사용되며, 시공후 구조물에서 휨재의 역할을 한다. 기존 실험연구결과에서 RC 띠장-철골보 접합부는 소정의 휨강성을 갖는다고 보고하고 있다. 본 연구에서는 SPS 공법으로 시공된 지하복합골조에 대하여 RC 띠장-철골보 스터드 접합부의 고정도에 따른 거동을 평가하기 위하여 비선형 해석을 실시하였다. 해석변수는 시공단계, 횡력의 크기, RC 띠장-철골보 접합부의 고정도 등이다. 해석결과에서 골조의 항복과정, 보 중앙부 휨모멘트 및 처짐에 대한 접합부의 고정도의 영향을 보여준다.

• 디지털융복합연구
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• 제14권3호
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• pp.445-452
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• 2016

본 연구에서는 사람들이 흔히 경험하는 사회비교와 자기비교의 두 과정을 비교하여 살펴보고, 이와 관련된 이론들이 어떻게 응용될 수 있는지를 시사하고자 하였다. 이를 위해 사회비교이론에 해당하는 이론으로서 사회비교 이론과 자기평가유지모형을, 그리고 자기비교이론이라 할 수 있는 제어이론, 자기차이이론, 조절초점이론 및 시점비교이론을 차례로 개관하였다. 사회비교와 자기비교의 과정은 차이가 있지만, 이 두 비교 모두, 자기평가, 정서, 동기 및 행동에 영향을 미친다는 점에서는 유사하다. 사회비교와 자기비교에 관련된 연구들이 교육문제, 건강문제, 경제정의 및 대인관계 등에 대하여 지니는 응용적 함의들을 논의하였다.

• Animal cells and systems
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• 제10권1호
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• pp.1-6
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• 2006

Previous studies showed that Cdc7 kinase of Schizosaccharomyces pombe phosphorylated the minichromosome maintenance (Mcm) complex efficiently in the presence of spMcm10 protein. The biochemical properties of the phosphorylated Mcm complexes were examined to understand the activation mechanism of the Mcm complex by Cdc7 kinase. The phosphorylation of Mcm complex in the presence of spMcm10 by Cdc7 kinase did not affect the stability of the Mcm complex containing all six subunits, and the changes in the sedimentation properties were not observed after the phosphorylation. The reconstitution of the Mcm complex using the purified proteins showed that the phosphorylation of Mcm2 proteins did not affect the interactions between Mcm proteins. The phosphorylation of the Mcm2-7 complex at the same condition also did not activate the other biochemical activities such as DNA helicase and single stranded (ss) DNA binding activities. On the other hand, spMcm10 protein that was used for the stimulation of Mcm phosphorylation showed single stranded DNA binding activity, and inhibited the DNA helicase activity of the Mcm4/6/7 complex. These inhibitory effects were reduced by the addition of Cdc7 kinase, suggesting that the phosphorylation by Cdc7 kinase decreased the interactions between spMcm10 and the Mcm complex. Taken together, these results suggested that the phosphorylation by Cdc7 kinase alone is not sufficient for the remodeling and the activation of the Mcm complex, and the additional factors or the phosphorylations might be required for the activation of the Mcm complex.

• 한국구조물진단유지관리공학회 논문집
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• 제16권3호
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• pp.109-116
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• 2012

본 연구는 수산화나트륨(NaOH)으로 활성화된 슬래그 모르타르에 석고를 혼합하여 플로우, 응결시간 및 압축강도에 미치는 영향을 알아보고자 하였다. 실험에는 석고를 슬래그 중량에 대해 0~50%까지 혼합하고, 활성화제의 농도는 3M와 6M, 양생온도는 $20{\pm}2^{\circ}C$와 $35{\pm}2^{\circ}C$의 경우에 대해 실시하였다. 플로우와 응결시간시험결과는 석고의 혼합률이 증가할수록 증가하였다. 그러나 압축강도는 일정 혼합률까지 석고의 첨가량이 증가하면 증가하지만 그 이후로는 감소하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제9권1호
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• pp.189-196
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• 2005

임펄스 비와 하중최대치의 비로 작성된 손상곡선을 이용하여 충격하중의 임펄스와 하중의 크기가 구조물의 거동에 미치는 영향을 분석하였다. 단기에 종료하는 충격하중의 경우 관성력의 영향으로 하중의 크기보다는 임펄스가 구조물 손상에 주요변수가 되며, 관성력을 극복할 충분한 시간을 갖는 장기하중이 작용하는 경우에는 임펄스보다는 하중의 크기가 구조물 손상에 주요변수가 된다. 지반충격에 의한 구조물의 손상은 단기인 경우에는 지반의 최대입자속도가 그러나 장기인 경우에는 최대입자가속도가 손상의 주요 변수가 된다.