• 기술사
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• 제45권4호
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• pp.47-56
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• 2012

석탄합리화정책에 따라 많은 가행 광산들이 폐광을 하게 되고 이러한 폐광산들이 오랜 기간동안 방치되면서 폐광주변에는 지반침하, 침출수배출, 경관 훼손등의 환경오염을 수반하게 된다. 정부차원에서 여러 환경오염 방지대책이 진행중이나 이러한 환경오염 방지대책은 대부분 생태보호적인 관점에서 관심의 대상되어 왔고 우리가 이용하는 사회 인프라시설에 대한 영향은 상대적으로 소홀히 되어 왔다. 광산은 대부분 산악에 위치하며 이러한 위치조건상 폐광산 주변 중요 인프라시설로는 터널이 있을 수 있다. 이에 본 논고에서는 폐광산의 대표적 오염원인 광산폐수가 주변의 공용중인 터널에 미치는 영향의 종류와 사례에 대해 소개하였다.

• Earthquakes and Structures
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• 제17권6호
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• pp.635-647
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• 2019

Tests and theoretical studies for seismic responses of a transmission tower-line system under coupled horizontal and tilt (CHT) ground motion were conducted. The method of obtaining the tilt component from seismic motion was based on comparisons from the Fourier spectrum of uncorrected seismic waves. The collected data were then applied in testing and theoretical analysis. Taking an actual transmission tower-line system as the prototype, shaking table tests of the scale model of a single transmission tower and towers-line systems under horizontal, tilt, and CHT ground motions were carried out. Dynamic equations under CHT ground motion were also derived. The additional P-∆ effect caused by tilt motion was considered as an equivalent horizontal lateral force, and it was added into the equations as the excitation. Test results were compared with the theoretical analysis and indicated some useful conclusions. First, the shaking table test results are consistent with the theoretical analysis from improved dynamic equations and proved its correctness. Second, the tilt component of ground motion has great influence on the seismic response of the transmission tower-line system, and the additional P-∆effect caused by the foundation tilt, not only increases the seismic response of the transmission tower-line system, but also leads to a remarkable asymmetric displacement effect. Third, for the tower-line system, transmission lines under ground motion weaken the horizontal displacement and acceleration responses of transmission towers. This weakening effect of transmission lines to the main structure, however, will be decreased with consideration of tilt component.

• 터널과지하공간
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• 제28권6호
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• pp.547-554
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• 2018

크라우드소싱을 활용한 센서 자료 수집은 기존의 방식으로 얻기 어려운 고밀도 지반 진동 정보의 수집이 가능하다. 본 연구에서는 스마트폰과 같은 소형 전자기기에 탑재된 MEMS 센서를 활용한 크라우드소싱 방식 지반 진동 수집 시스템을 개발하였으며, 이를 위한 기반 체계 설계 및 클라이언트와 서버에 대한 구현을 수행하였다. 해당 시스템은 Android 기반의 스마트폰이나 Android Things 기반의 고정식 장비를 통해 진동 데이터를 신속히 수집하면서 하드웨어의 전력 및 데이터 사용량을 최소화할 수 있도록 설계되었다.

• 항공우주시스템공학회지
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• 제17권6호
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• pp.46-53
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• 2023

도심 교통 체증과 환경오염이 중요한 대도시 문제로 부각되는 가운데, 최근에는 Urban Air Mobility(UAM)가 효율적인 대책으로 주목받고 있다. 본 연구에서는 부산 지역의 지형 및 인프라 등의 실제 데이터를 고려한 GIS 기반 공간 분석과 군집 알고리즘을 수행하였으며 이를 통해 UAM 운영을 위한 버티포트 위치와 경로를 선정할 수 있었다. 부산권 UAM 인프라 시스템의 중심으로 예상되는 김해국제공항을 기반으로, 목표 지역에서 세 개의 버티포트 위치가 적합하다 판단하였으며, 이후 지상 위험 평가(Ground Risk)를 고려한 A^*(A-star) 알고리즘을 이용해 위험도와 거리를 최소화하는 비행경로를 선정하였고, 이를 통해 최소 거리 경로 대비 80.168%의 위험 감소 효과를 확인하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.1695-1700
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• 2011

In this paper, we introduce the network infrastructure in an advanced emu test line in Deabul. New technology has been applied to advanced EMU(DMU, integrated broadcasting system, black box and etc). In order to efficient and safely test of new developed train, failure, operation, status of test line and weather information should be monitored in real time. We has implemented a wireless and optical network infrastructure for reliability and scalability. The wireless communication capability between a car and ground is 20Mbps and back-hole network has 50Mbps of the communication performance. The network between test tracks and control office was established in the optical network. That can improve communication reliability.

• Earthquakes and Structures
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• 제11권6호
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• pp.1061-1076
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• 2016

Prefabricated Modular Buildings are increasingly becoming popular in the construction industry as a method to achieve financially economical buildings in a very short construction time. This increasing demand for modular construction has expanded into multi-storey applications where the effect of lateral loads such as seismic loads becomes critical. However, there is a lack of detailed scientific research that has explored the behaviour of modular buildings and their connection systems against seismic loads. This paper will therefore present the nonlinear time history analysis of a multi-storey modular building against several ground motion records. The critical elements that need special attention in designing a modular building in similar seismic conditions is discussed with a deeper explanation of the behaviour of the overall system.

• Earthquakes and Structures
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• 제8권1호
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• pp.1-18
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• 2015

A simple method of assessing the risk of overturning of precast reinforced concrete columns is presented in this paper. The displacement-based methodology introduced herein is distinguished from conventional force-based codified methods of aseismic design of structures. As evidenced by results from field tests precast reinforced concrete columns can be displaced to a generous limit without sustaining damage and then fully recover from most of the displacement afterwards. Realistic predictions of the displacement demand of such (rocking) system in conjunction with the displacement capacity estimates enable fragility curves for overturning to be constructed. The interesting observation from the developed fragility curves is that the probability of failure of the precast soft-storey column decreases with increasing size of the column importantly illustrating the "size effect" phenomenon.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.190-195
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• 2008

Surge proof equipment is an installation to make surge flow on the ground promptly so as to reduce surge-related damage on infrastructure, not to prevent surge from falling down on infrastructure directly. Compared with classical line individual earth, High speed line common earth has higher surge characteristic and plays a significant role to prevent infrastructure damage and injuries from surge, or short circuit accident between 25kV catenary and rail. In this paper, we analyzed the case of accident that caused communication/signaling system impaired while a tractor crossing level crossing at Honam line; in addition, we examined the accident reduction measures to minimize injury and property damage from cutting accidents with respect to common earth network.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1602-1610
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• 2005

In this study was investigated and analyzed of damage characteristics for infrastructures by typhoon that have been many occur. The objective Structures were the road and hydraulic structure. The road structure was included the cut-slopes, retaining walls and bridges. The hydraulic structure is divided with the dike, small-scale dam, reservoir and floodgate. The analysis result of the bridge damage cause is river bottom height increase and passage ability decrease. The principal damage reasons of the cut-slope structure are weakening the ground due to the localized torrential downpour and drainage defective. Also, the principal damage reasons of the small-scale dam, reservoir, dike and the floodgate are continuous collapse of dike beside the floodgate.And we divided a typhoon damage occurrence cause with artificial and natural. As the result of analysis, the many damage occurrence cause will be removed by system improvement and technical development.

• 터널과지하공간
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• 제27권6호
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• pp.377-386
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• 2017

본 연구는 1990년대부터 국내에서 처음으로 시작된 폐광산 지역 지반침하방지기술을 정리하고 향후 지반침하방지기술의 발전방향을 모색해보고자 하였다. 먼저 지반침하의 개념을 정리하고, 지반침하 조사기술, 안정성 평가기술, 보강기술, 계측기술 등 각각의 적용기술을 설명하였다. 현재의 어려운 사업상황을 극복하고 지반침하방지 기술을 발전시켜 나가기 위하여서는 먼저 현재까지 개발된 기술을 통합정리 하고, 공공기관과 민간전문 사업자가 상호 긴밀히 협력하여야 한다. 그동안 다양한 시행착오를 거쳐 발전된 기술을 터널굴착, 토목기반시설물 건설, 지하 환경영향 평가 등과 같은 관련 산업분야에 적용하여 사업영역을 확장해 나가는 것이 필요하다. 또한 좁은 국내시장을 벗어나 그동안 축적된 기술로 해외시장을 개척하여 나아가야 할 것이다.