• 한국철도학회:학술대회논문집
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• 한국철도학회 2000년도 추계학술대회 논문집
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• pp.390-395
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• 2000

There are many tunnels located apart short distance from each other in mountainous country like Korea. Serial tunnels are connected by snow shelter in many cases. This study presents some countermeasures against micro pressure wave at tile tunnel exit using snow shelter. Through 1/60 scale model laboratory test. we find that snow shelter with 3.6m slit and slit cover show the effect of reducing the micro pressure wave to about 60.5%.

• 화약ㆍ발파
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• 제28권1호
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• pp.71-75
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• 2010

한일해저터널 구상에 이어 한중해저터널에 관한 토론이 공개적으로 시작되었다. 이에 우리 기술진의 현재의 역량과 정치적 경제적 협조방안을 열거하였으며 특히 해저터널 건설시의 기술적 문제점과 해결과제를 조사 연구하였고 이에 따른 방안을 제시하였다. 굴착기술 측면에서는 깊은해저에서의 단층대 등 암반상태를 감안한 발파 방수처리기술 등을 고려 해야겠다. 완공 후 터널내 화재와 누수관리 등에 더욱 유의하여 설계 시공하고 고급 건설사업관리제도(CMP)와 가치공학 및 창조경영공학(CVS)등을 적용해야 할 것으로 생각된다.

• Wind and Structures
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• 제22권2호
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• pp.161-184
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• 2016

Long-span suspension bridges have evolved through the years and with them, the bridge girder decks improved as well, changing their shapes from standard box-deck girders to twin box and multi-box decks sections. The aerodynamic characteristics of the new generation of twin and multiple-decks are investigated nowadays, to provide the best design wind speeds and the optimum dimensions such bridges could achieve. The multi-box Megane bridge deck is one of the new generation bridge decks, consisting of two side decks for traffic lanes and two middle decks for railways, linked between them with connecting beams. Three-dimensional CFD simulations were performed by employing the Large Eddy Simulation (LES) algorithm with a standard Smagorinsky subgrid-scale model, for $Re=9.3{\times}10^7$ and angles of attack ${\alpha}=-4^{\circ}$, $-2^{\circ}$, $0^{\circ}$, $2^{\circ}$ and $4^{\circ}$. Also, a wind tunnel experiment was performed for a scaled model, 1:80 of the Megane bridge deck section, for $Re=5.1{\times}10^5$ and the aerodynamic static coefficients were found to be in good agreement with the results obtained from the CFD-LES model. However the aerodynamic coefficients determined individually, from the CFD-LES model, for each of the traffic and railway decks of the Megane bridge, varied significantly, especially for the downstream traffic deck. Also the pressure distribution and the effect of the spacing between the connecting beams, on the wind speed profiles showed a slight increase in turbulence above the downstream traffic and railway decks.

• 한국터널지하공간학회 논문집
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• 제21권5호
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• pp.675-687
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• 2019

최근 대도시에는 교통량의 증가와 높은 토지 보상비 등으로 인해 도로 확충 시 대심도 복층 터널의 필요성이 증가하고 있으며, 국내에서도 일반적인 터널보다 단면이 작고 지하에서 다른 터널과 교차하는 네트워크형 터널이 계획되고 있다. 본 연구에서는 쉴드 터널 분기부에 있어서 기존 터널과 확폭부를 연결하는 연결상세에 있어 기존의 전단면 강재 접합부 대신 휨모멘트가 크게 발생하는 연결부에만 강재를 사용하는 부분 강재-콘크리트 접합부 상세와 쉴드 터널 분기부의 확폭 구간의 해석은 3차원 거동효과를 반영하기 위해 확폭부 시종점 구간의 기둥 효과와 종방향 부재의 강성효과를 고려할 수 있는 2차원 해석모델을 검토하였다. 2차원 해석기법으로 확폭부 시종점 구간에서 종방향 부재의 강성을 횡방향 모델에서 연결부의 탄성스프링 지점으로 고려하여 종방향 부재의 강성과 시종점부의 기둥효과를 반영하는 방법을 제안하였다. 제안된 2차원 해석기법을 이용한 구조해석 결과 일정값 이상의 강성을 갖는 종방향부재를 도입하면 접합부와 박스부의 휨모멘트를 저감 시킴으로써 부분 강재-콘크리트 접합부의 구조 안전성을 확보할 수 있는 것으로 검토되었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.700-707
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• 2008

As plan connecting island to island or island to land is needed, a lot of long-span bridge is being designed lately in Southern part of Korea. With development of pile equipment, overhanging large-scaled concrete pile are adopted to foundation type of main tower or pylon. About the number of 15~30 group piles per tower foundation is designed to resist long-spaning super-structure load, but by restricted condition of site investigation cost, a few boring-hole tests are performed to identify sub-ground layers. Up to now, direct-curved method connecting two or three known boring logs and representative interval method are usually used to evaluate unknown depth and rock properties at locations where piles are constructed. Because this approach is not logical and so rough, much difference occurs between designed length of piles and real length of it. In this paper, using a lot of various prediction method(reciprocal distance method, inverse square distance method and kriging method etc.), we suggest optimum length of group piles.

• 한국전산유체공학회지
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• 제12권4호
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• pp.1-6
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• 2007

In the present study, the wind pressure transients on platform screen door in side platforms caused by passing trains have been investigated numerically. The transient compressible 3-D full Navier-Stokes solution is used with actual operational condition of subway train by adopting the moving mesh technique considering the train movement. To achieve more accurate analysis, the entrance and exit tunnel connecting the stations are included in a computational domain with modeling the detailed shape of the train. Numerical analyses are conducted on five operational conditions which include the variation of the train speed, case with or without the train stopped in the other track, and case for two trains passing each other inside the station. The results show that pressure load on platform screen door is maximized when the two trains are passing each other. It is also seen from the computational results that the maximum pressure variation for the cases considered in the present study is found to be satisfactory to various foreign standards.

• Journal of Photoscience
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• 제11권3호
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• pp.121-127
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• 2004

The${\beta}$-glucosidases occur widely in all living organisms and has in general a tendency to form oligomers of varying numbers of subunits or aggregates, although the functional implications of such diverse oligomerization schemes remain unclear. In particular, the assembly mode of the oat ${\beta}$-glucosidase is very unique in that it multimerizes by linear stacking of a hexameric building block to form long fibrillar multimers. Some structural proteins such as actin and tubulin assemble into long fibrils in a helical fashion and several enzymes such as GroEL and Pyrodictium ATPase functional complexes, 20S proteasome of the archaebacterium Thermoplasma acidophilum, and lutamine synthetase fromblue-green algae, assemble into discrete oligomers upto 4 stacked rings to maintain their enzymatic activities. In particular, oat ${\beta}$-glucosidase exists in vivo as a discrete long fibrillar multimer assembly that is a novel structure for enzyme protein. It is assembled by linear stacking of hollow trimeric units. The fibril has a long central tunnel connecting to the outer medium via regularly distributed side fenestrations. The enzyme active sites are located within the central tunnel and multimerization increases enzyme affinity to the substrates and catalytic efficiency of the enzyme. Although it is suggested that oligomerization may contribute to the enzyme stability and catalytic efficiency of ${\beta}$-glycosidases, the functional implications of such diverse oligomerization schemes remain unclear so far.

• 한국암반공학회:학술대회논문집
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• 한국암반공학회 2007년도 특별심포지엄 논문집
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• pp.63-79
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• 2007

Several remedial works were attempted to stabilize the collapsed area of the inlet slopes of diversion tunnel, but prevention of any further movement was being only carried out at beginning stage by filling the area with aggregates and rock debris, after several cracks had been initiated and developed around the area. The extra specialty developed folding zone is consisted with highly weathered Greywacke and Black shale. The suggested solution is to improve the properties of the rock mass of failed area by choosing the optimum level of reinforcement through the increment of slope rock support design so as to control the movement of slopes during the re-excavation. The Bakun hydroelectric project includes the construction of a hydroelectric power plant with an installed capacity of 2,520MW and a power transmission system connecting to the existing transmission networks in Sarawak and Western Malaysia. The power station will consist of a 210m height Concrete Faced Rockfill Dam. During the construction of the dam and the power facilities the Balui River has to be diverted of the tunnels is 12m and the tunnel width is 16m at the portal area. This paper describes the stability analysis and design methods for the open cut rock slopes in the inlet area of the diversion tunnels. The geotechnical parameters employed in stability calculations were given as a function of four defined Rock Mass Type (RMT) which were based on RMR system from Bieniawski. The stability calculations procedure of the rock slopes are divided into two stages. In the first stage, it is calculated for the stability of each "global" slope without any rock support and shotcrete system. In the second stage, it is calculated for each "local" slope stability with berms and supported with rock bolts and shotcrete. The monitoring instrumentation was performed continuously and some of the design modification was carried out in order to increase the safety of failed area based on the unforeseen geological risks during the open cut excavation.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.870-873
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• 2011

철도 차량에서의 화재 발생 시 피난에서 차량에서 승강장이나 터널 같은 외부 환경은 매우 중요하다. 많은 인원이 탑승하게 되는 지하철과 그 승강장의 영향을 알아보기 위해, SIMULEX, PATHFINDER, STEPS를 시나리오에 적용 비교해 보았다. 대상차량은 서울에서 운행되는 차량을 기준으로 하였으며, 대상 승강장은 [도시철도 정거장 및 환승 편의시설 보완설계지침]을 기준으로 제작한 모델을 적용하였다.

• 한국항공우주학회지
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• 제32권10호
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• pp.20-27
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• 2004

본 논문에서는 CRW 무인 항공기에 사용되는 타원익형과 전기체의 공력해석 및 동체와 로터를 연결하는 허브주위의 공기역학적 현상에 대한 분석을 수행하였고 허브로 인한 항력 증가를 감소할 수 있는 방안을 모색하였다. 또한 항력 감소를 위해 제안한 fairing 장착방법을 풍동시험을 통해 그 효과를 확인하였다.