• Journal of the Computational Structural Engineering Institute of Korea
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• v.30 no.1
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• pp.55-61
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• 2017

Recently several researches have been conducted to develop sliding track system in which friction between concrete track and bridge slab has been reduced. This paper investigated shear load carrying capacity of lateral supporting concrete block which should be implemented to resist lateral load due to train in sliding track system. In order to evaluate shear load carrying capacity of lateral supporting concrete block, analytical model has been developed considering concrete friction and rebar dowel action along construction joint. The proposed model predicted test results on the shear load carrying capacity from literature conservatively by 13~23% because effect of aggregate interlock along crack surface was neglected. Since construction joint status is ambiguous on construction site, it can be concluded that the proposed model can be used for reasonable design of lateral supporting concrete block. Based on the proposed model, design proposal for lateral supporting concrete block has been established.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.22 no.1
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• pp.1-9
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• 2010

Pile reinforcement systems with enlarged upper section are newly introduced by using a mechanism that most of horizontal forces are resisted in the upper part of the pile. The new systems are expected to be effectively applicable to the marine structures including port and harbor facilities. In this study, three different reinforcement methods such as bucket pile type, top base pile type, and grouting reinforcement type were utilized in the 3-D. numerical simulations. The parametric study deals with the effects of various factors including soil types and stratigraphy, reinforcement methods, type and dimension of the pile on the lateral behaviors of the pile. The results show that the reinforcement method with bucket pile is the most efficient one compared to the top base pile type and grouting reinforcement type.

• Journal of the Korean Society for Railway
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• v.13 no.6
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• pp.565-569
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• 2010

Sleepers perform bearing rails and are underneath rails. Therefore, the current and voltage of rails are related to the resistance of sleepers. In case that the resistance of sleepers are low, operation problems of relays in tr ack circuits are occur because of flowing leakage current through sleepers. So the condition that the track circuit is always occupied by a train is kept. Currently, the creosote has been used in wood sleepers due to prevention against putrefaction. After a long time, the material is changeable to the chemistry material bases on carbon dioxide or carbon. So, the insulation resistance of wood sleepers is lower than the initial insulation resistance. In case of effecting wood sleepers as conductors, amplitude of the current and voltage on rails is decreased. This phenomenon causes that a train does not receive signals. In this paper, four-network model on the track circuit including the insulation resistance of sleepers is suggested. Also, the standard value of the resistance in straight section is proposed in the wood sleeper.

• Proceedings of the KSME Conference
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• 2004.11a
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• pp.1740-1745
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• 2004

A simplified resistor network model for electrical and mass transport in anode-supported planar solid oxide fuel cell (SOFC) was constructed in order to investigate the effect of interconnect rib geometry on the cell performance. For accurate potential calculation, activation and concentration over-potentials at the electrode/electrolyte interfaces were fully considered in this calculation. When contact resistance was not considered, the optimum interconnect rib length were calculated to be $0.1{\sim}0.2$ mm for 2 mm half unit cell for given operation conditions and properties. However, with realistic contact resistance, the interconnect rib length should be increased to provide larger contact area and thus to obtain better performance.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2019.11a
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• pp.189-190
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• 2019

블록체인의 잠재력이 높은 반면, 아직까지는 현장에서 완전히 검증되지 않은 기술이기 때문에 예상만큼 블록체인의 도입이 이루어 지지 않고 있다. 거래 정보에 대해 제 3의 신뢰기관에서 인증하는 기존의 방식과 달리 블록체인은 네트워크 참여자가 작업증명 등의 방식으로 인증하기 때문에 분산 원장 기술로도 불리는데, 이러한 특성으로 인해 네트워크의 규모가 확대될수록 데이터의 신뢰성 및 투명성이 강화되므로 소비자들의 참여를 촉진하는 것이 ····(중략)····.

• Journal of the Korea Concrete Institute
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• v.23 no.1
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• pp.3-12
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• 2011

The structural behavior of continuous reinforced concrete deep beams is mainly controlled by the mechanical relationships associated with the shear span-to-effective depth ratio, flexural reinforcement ratio, load and support conditions, and material properties. In this study, a simple indeterminate strut-tie model which reflects characteristics of the complicated structural behavior of the continuous deep beams is presented. In addition, the reaction and load distribution ratios defined as the fraction of load carried by an exterior support of continuous deep beam and the fraction of load transferred by a vertical truss mechanism, respectively, are proposed to help structural designers for the analysis and design of continuous reinforced concrete deep beams by using the strut-tie model approaches of current design codes. In the determination of the load distribution ratio, a concept of balanced shear reinforcement ratio requiring a simultaneous failure of inclined concrete strut and vertical steel tie is introduced to ensure a ductile shear failure of reinforced concrete deep beams, and the primary design variables including the shear span-to-effective depth ratio, flexural reinforcement ratio, and concrete compressive strength are implemented after thorough parametric numerical analyses. In the companion paper, the validity of the presented model and load distribution ratio was examined by applying them in the evaluation of the ultimate strength of multiple continuous reinforced concrete deep beams, which were tested to failure.

• Computational Structural Engineering
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• v.7 no.2
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• pp.11-15
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• 1994

본 고에서는 축대칭회전 Shell을 해석모델로 선정하여 주로 Shell의 휨 강성이 구조체의 거동에 미치는 영향에 대하여 검토하였다. 어떠한 구조형식이든 외력의 작용하에서 발생되는 응력이 축방향력 뿐이라는 것은 상당히 합리적이고 역학적으로도 명쾌한 동시에, 실제 설계상 이상적인 판단기준을 부여하지만, 실제로는 필히 휨상태를 수반하게 된다. 이러한 휨상태는 구성요소의 휨강성에 크게 의존하고 있고, 구조체에 어느정도의 휨강성을 부여하므로써 작용하중에 대한 저항능력의 증가, 변형 및 응력의 저감에 효과적이라는 것을 알 수 있다. 본 고에서는 등방성 Shell에 대한 선형 해석결과만을 게재하였으나, 이러한 성상은 여러가지 영향인자(지지조건, 하중상태 등)에 따라 아주 상이하게 나타나기 때문에 세심한 고찰이 필요하다고 할 수 있다.

• Proceedings of the Membrane Society of Korea Conference
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• 2004.05b
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• pp.78-81
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• 2004

막을 이용한 기체분리의 경우 높은 투과도와 높은 선택도를 얻는 것은 매우 중요하면서도 어려운 일이다. 일반적으로 투과도가 높아지면 선택도가 낮아지고 선택도가 높아지면 투과도가 낮아지는 거동을 보인다. 이 두 가지의 특성을 적절히 조절하여 최적화하기 위하여 막은 기계적 강도를 높이기 위한 다공성의 지지층과 실질적인 분리가 일어나는 얇은 선택 층으로 구성된 복합막의 형태로 제조된다.(중략)

• Proceedings of the Membrane Society of Korea Conference
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• 2004.05b
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• pp.153-155
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• 2004

상전이법으로 제조된 비대칭막은 세공의 크기를 nm이하의 수준으로 줄여 주면 막 여과저항이 크게 증가하여 경제성이 떨어지는 문제점을 가지고 있다. 이에 대한 대안으로 복합막이 제조되어 사용되고 있는데, 복합막은 우수한 투과도와 높은 배제율을 달성하기 위한 적극적인 대안이 되고 있다. 정수처리 및 수질환경 분야에 사용되는 나노복합막의 경제성을 더욱 향상시키기 위해서는 나노막의 투과유속을 증가시켜야 하는데, 복합막의 투과 성능은 지지체의 특성과 스킨층을 형성시키는 기술에 의해 좌우된다.(중략)

• Proceedings of the Korean Nuclear Society Conference
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• 1996.05d
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• pp.339-345
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• 1996

배관 및 기기 등의 지지부 정착에 사용되는 확장형 앵커는 여러 종류의 진동하중을 받게 되므로 그러한 하중에 대한 동적저항능력이 시험에 의하여 확인되어야 한다. 확장형 앵커의 동적시험 요건이 ASTM E488에 기술되어 있으나 내진시험 입력, 피로전단시험 입력 등 일부 요건이 구체적으로 명시되어 있지 않아 시험기관에 따라 시험조건이 자의적으로 결정될 수 있다. 따라서, 본고에서는 코드 시험요건이 구체적이지 못한 사항을 조사하여 적정 요구수준을 제시하였다. 또한, 국내에서 수행된 동적시험내용 검토결과, 현행 동적설계방안의 일부보완이 필요함을 확인하였다.