• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.1701-1705
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• 2007

국부세굴은 수공구조물 주변에서의 국부적인 흐름변화가 그 원인이라 할 수 있으며 이러한 변화는 교각 또는 교대의 하상재료를 굴착하여 이동시키는 침식작용의 결과이다. 이러한 교량의 교각 또는 교대, 그리고 교각을 지지하는 구조물에서 발생하는 국부세굴은 교량의 수명과 안정성에 좋지 않은 영향을 미쳐 재산상의 피해를 줄뿐만 아니라 교량 붕괴 사태 등으로 인한 대형 인명사고를 초래하는 원인이 될 수도 있다. 따라서 국부세굴의 경향을 예측하고 분석하는 것은 교량 구조물이나 수중 구조물의 설계에 있어서 매우 중요한 과업이다. 이러한 국부세굴을 예측하고 분석하는데 있어서 국내에서는 일정한 흐름조건에 대한 최종세굴심을 예측하는데 초점이 맞추어져 있다. 하지만 국부세굴은 하상재료에 따라 세굴이 진행되는 속도가 다르며 세굴의 진행은 시간 의존적인데 반해 국내에서의 국부세굴의 예측과 분석은 최종세굴심 산정에 초점이 맞추어져 있다. 이에 본 연구에서는 보다 실질적이고 경제적인 국부세굴 경향을 예측할 수 있도록 다양한 하상재료에 대한 시간에 따른 세굴 변화의 특성을 파악하고 분석하였다. 이를 위해 하상재료에 따라 수리실험을 실시하였고, 이를 통해 하상재료에 따른 세굴심의 시간적 변화 곡선을 구하였다. 이렇게 구한 하상재료에 따른 세굴심의 시간적 변화 곡선을 통해 하상재료별 평형세굴심 산정하였고, 산정한 평형세굴심과 기존 세굴심 산정공식을 이용하여 입자별 세굴심을 산정하여 비교 분석하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.10 no.2
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• pp.49-58
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• 1990

A numerical procedure is developed to analyze the time-dependent deflections of prestressed concrete bridges constructed by the segmental cantilever method. The developed computer program accounts for the time-dependent properties of prestressed concrete materials due to the varying modulus of elasticity, creep and shrinkage of concrete and the stress relaxation of prestressing steel. It also accounts for the stiffness increase due to the presence of the steel reinforcements and the effects of the shear deformation of the prestressed concrete bridge girders. The program is applied to a multi-span continuous segmental prestressed concrete bridge to demonstrate its capabilities and to explore the behavior characteristics of the segmental bridges.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.2 no.3
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• pp.431-437
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• 1998

In this paper, we have investigated the electrical properties of ultra-thin nitrided oxide(NO) and re-oxidized nitrided oxide(ONO) films that are considered to be promising candidates for replacing conventional silicon dioxide film in ULSI level integration. Especially, we have studied a variation of I-V characteristics, gate voltage shift, and time-dependent dielectric breakdown(TDDB) of thin layer NO and ONO film depending on nitridation and reoxidation time, respectively, and measured a variation of leakage current and charge-to-breakdown(Q$\_bd$) of optimized NO and ONO film depending on ambient temperature, and then compared with the properties of conventional SIO$\_2$. From the results, we find that these NO and ONO thin films are strongly influenced by process time and the optimized ONO film shows superior dielectric characteristics, and (Q$\_bd$) performance over the NO film and SIO$\_2$, while maintaining a similar electric field dependence compared with NO layer.

• Proceedings of the Korea Concrete Institute Conference
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• 1998.10b
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• pp.674-679
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• 1998

In designing the prestressed concrete box-bridge, the dead load, prestressing force, creep and shrinkage of concrete are the main factors which influence the camber and deflection of segmental concrete structure under construction. Among these factors the creep and shrinkage are the functions of the time-dependent property which, therefore, must be considered with time. The prediction model for estimating creep and shrinkage of concrete has been suggested by ACI, CEB/FIP, JSCE and KSCE design code and EMM, AEMM, RCM, IDM and SSM has been suggested for analytical method in consideration of the time-dependent characteristics. In this study, the creep test was carried out for four curing ages of concrete which were applied to the prestressed concrete structure at a construction site, and the results of test were compared to the values of creep prediction by the design code. Also the creep test of step-wise incremental stresses were performed and were compared to analytical methods.

• 한국해양학회지
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• v.29 no.1
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• pp.50-63
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• 1994

A three-dimensional time-dependent coastal ocean model experiment of two different turbulence parameterizations is conducted. One of the turbulence parameterization is the constant eddy-mixing formulation, C1, and the other a stratification dependent eddy-mixing formulation, C2. The flow in C2 in strongly baroclinic, and limits vertical mixing of fresh and saline waters. The outflow discharged from an estuary is highly inertial and form a strong front of plume in C2 than that in C1. Because of the stronger outflow in C2, supercritical flow state, for which the near surface outflow velocity exceeds the baroclinic phase speed, can exist off the mouth of the estuary. The adjustment process of flow in the less saline waters are quite different for C1 and C2, which is dictated by the strongly baroclinic nature of the flow in C2.

• Journal of the Korean Regional Science Association
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• v.37 no.2
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• pp.49-61
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• 2021

Long-distance commuting is a problem as people living in Gyeonggi-Incheon contitue to commute to Seoul in the Seoul metropolitan area. To solve this problem, policies in the region are aiming for a self-sufficient zone formation plan and a compact city. However, urban problems caused by such long-distance commuting continue. This appears to be due to excessive density and Seoul-dependent networks. However, existing studies have focused on individual cities despite the importance of inter-city interactions, and had limitations in not considering the characteristics of the Seoul-dependent networks. Therefore, the purpose of this study is to empirically analyze the effect of the compactness on commuter travels by comprehensively considering the interactions between cities within the region using multiple regression. As a result of the analysis, it was found that that commuting efficiency increases when a network of more than a certain size is formed, and the results imply that policies should focus on fostering network centers in Incheon and Gyeonggi regions, which are outside the metropolitan area, and consider to expand the transportation networks at the regional level.

• Journal of the Korean Geotechnical Society
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• v.25 no.2
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• pp.25-35
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• 2009

Slope failures are one of the significant disasters which causes lots of human casualties and huge financial losses every year. Previous researches on the slope failure have indicated that most accidents are closely related to the pore water pressure in the slope due to rainfall during the rainy seasons or stormy weather conditions. It would be therefore appropriate to consider the effect of pore water pressure in the design of slopes. As the existing slopes are generally reinforced by plants and other slope protecting measures, their boundary conditions are highly complicated. In this paper an attempt to develop a new modeling and analysis technique of slopes is proposed by including pore water pressure and adopting the coupled finite element method. Non-reinforced and reinforced slope models are considered. Representative analysis showed that the numerical modeling considering pore water pressure is appropriate in slope stability analysis. Flow behavior in the slopes is identified for various hydraulic boundary conditions. It is also shown that the effect of pore water pressure on slope stability is significant.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.08a
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• pp.263-263
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• 2012

핵융합 플라즈마에서의 고속이온은 NBI 및 ICRF에 의한 이온 가열과 핵융합 반응에 의하여 발생하며, 핵융합 반응률을 크게 하고 일차적으로 그 에너지를 전자에게 전달하는 특성을 갖는다. 따라서 핵융합을 지향하는 플라즈마에서는 그 성능을 나타내는 지표이기도 하면서, 맥스웰 분포를 갖는 열화 플라즈마의 수송특성을 크게 변화 시킨다. 또한 알펜파 등의 파동 또는 불안정성을 유발시키며 이로 인한 플라즈마 손실은 국지적인 일차벽의 가열을 유발할 수 있는 것으로 여겨진다. 본 연구에서는 일반적인 기하학적 구조를 갖는 토카막에서의 NBI 가열에 의한 고속이온 발생과 위상공간에서의 수송 및 손실을 시간 의존적인 Fokker-Planck 방정식을 수치적으로 풀어서, 위치에 따른 고속이온 분포의 변화를 계산한다. NBI 입사의 기하학적 모델에서는 각 계산 위치에서의 피치각 변화와 stagnation point의 변화에 의한 영향을 고려하며, 일반적인 고속이온의 각종 모멘트 뿐 아니라 즉발 이온 손실률을 계산에 포함한다. 해석된 고속이온 분포는 중성입자 검출기에서 측정한 KSTAR 플라즈마의 고속이온 에너지 분포와 비교한다. 차후에는 본 연구에서 사용한 Fokker-Planck 출동연산자에 고주파 가열에 의한 고속이온발생 항을 추가하여 ICRF 가열에 의한 효과를 예측할 수 있도록 할 것이다.

• Proceedings of the Korean Geotechical Society Conference
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• 2000.11a
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• pp.327-334
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• 2000

응력-변형률 관계의 모델링에 있어서 creep, stress relaxation, strain rate effect 등의 묘사는 중요한 지반거동중의 하나인 시간 의존적 거동의 simulation은 있어서 대단히 중요한 요소라 할 수 있다. 특히 지반은 변형률 속도에 대하여 때로는 매우 다른 거동 특성을 보이기 때문에 지반의 모델링에 있어서 변형율 속도를 고려한 구성방정식의 제시는 큰 비중을 차지한다 하겠다. 본 연구에서는 변형율에 따라 변화하는 지반의 거동특성을 보다 현실에 가깝게 묘사하기 위한 구성모델을 제시하였다. 이를 위하여 Bounding Surface Model의 점탄소성 부분을 Perzyna(1966)와 Adachi and Oka(1982)의 구성방정식 이론을 이용하여 발전시켰다. 제안된 구성모델은 기존의 모델에 비하여 다양한 변형율 속도에 적용할 수 있는 모델 정수를 비교적 간단히 결정할 수 있다는 장점이 있으며, 변형율 속도의 영향뿐 아니라 creep, stress relaxation등의 현상도 잘 simulation 할 수 있다. 본 모델은 후에 엄격히 실시되는 실내시험을 통하여 검증될 예정이다.

• Journal of the Korean GEO-environmental Society
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• v.21 no.8
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• pp.15-27
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• 2020

In the current paper, a series of advanced 3D finite element analyses have been performed on existing pieces of work of negative skin friction from a geotechnical centrifuge test and full-scale field measurements. From these analyses, key features of pile behaviour under the influence of negative skin friction which, previously, were not fully understood in existing studies, have been meticulously discussed. As such, it has been possible to successfully address several numerical modelling issues such as negative skin friction induced pile settlements and group effects (the shielding effect), the effect of sacrificial piles in groups and the interaction between the pile head and the cap, the effect of interface elements at the pile-soil interface and the time-dependent pile behaviour. During a geotechnical centrifuge test, substantial amounts of negative skin frictions were mobilised when centrifugal acceleration increased from 1g to a certain g-level due to an increase in the self-weight of soil. The behaviour of piles inside a group were heavily affected by the sacrificial piles and the connectivity between the pile head and the pile cap. In particular, as negative skin friction has time dependent qualities associated with consolidation, it was logical to perform coupled analyses when analysing piles in consolidating grounds. From the current work, several insufficiencies of previous researches have been addressed, and the engineering pile behaviour subjected to negative skin friction has been clarified.