• Journal of the Korea Academia-Industrial cooperation Society
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• v.16 no.9
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• pp.6385-6390
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• 2015

With bending moment, torsional moment due to geometric properties as "Initial curvature" acts in horizontally curved I-girder. These behavior causes the secondary effect of bending in minor-axis because of interaction between bending and torsion. The bending and torsion interaction cause a loss of load bearing capacity by induced the early inelastic or plasticity condition in curved girder. Also eccentric load by movements of traffic can increase torsion. However, Equation of interaction between bending and torsion for straight girder, not deal with characteristics of curved girder behavior in previous studies, can be overestimated for ultimate strength in horizontally curved I-girder acting vertical force. Therefore, using more rational, obvious suggestion is required when design curved girder. In this study, we identified the bending-torsional moment interaction for the horizontally curved I-girder of the eccentric load acting by FEM analysis.

• Journal of the Korean Society for Railway
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• v.15 no.2
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• pp.162-171
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• 2012

In this study, a new dynamic interaction analysis method for tilting trains and curved track is presented. Three dimensional lumped parameter vehicle elements are used to model tilting train, and the proposed analysis technique can simulate driving direction change of vehicle, the effect of track cant, wheel-rail contact angle, and tilting angle of tilting trains, etc. The proposed method passed several basic verification tests, and it is expected that the suggested method is applicable for practical problems.

• Journal of the Korean Magnetics Society
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• v.21 no.5
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• pp.151-156
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• 2011

The influence of thickness on magnetic interaction and magnetic properties in electrodeposited CoPt magnetic films was investigated from the analysis of the magnetic remanence curves and the magnetic hysteresis loops. As the thickness of the CoPt film is increased, the perpendicular coercivity and the saturation magnetization are increased but the squareness is considerably decreased. The analysis results of the magnetic remanence curves and the magnetic hysteresis loops exhibited that the dipolar interaction is the main interaction mechanism for all samples, but the strength of the dipolar interaction gradually increased with increasing sample thickness.

• Proceedings of the Korean Society of Computer Information Conference
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• 2019.07a
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• pp.311-312
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• 2019

본 논문에서는 젖은 헤어와 액체가 상호작용할 때 표현되는 디테일한 액체의 곡선 운동을 표현할 수 있는 새로운 프레임워크를 제안한다. 젖은 헤어에서는 모발끼리 뭉치는 접착력 뿐만 아니라, 액체의 움직임도 마른 헤어에 비해 독특한 움직임을 갖는다. 하지만, 대부분의 기법들이 모발의 접착력만을 고려했으면, 젖은 헤어에서 분사될 때 표현되는 액체의 곡선 움직임까지는 표현하지 못했다. 본 논문에서는 유체의 곡선 운동에 대한 새로운 하이브리드 프레임워크를 제안하며, 이전 기법들에서 헤어와 유체가 상호작용할 때 표현하지 못했던 액체의 곡선 운동을 효율적으로 표현해냈다.

• Journal of the Korean Geotechnical Society
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• v.17 no.3
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• pp.95-102
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• 2001

본 연구에서는 말뚝-지반, 말뚝-캡 상호작용을 고려한 군말뚝 거동을 해석하는 효율적인 알고리즘을 제안하였다. 단독말뚝의 말뚝-지반 상호작용은 하중전이법을 사용하여 비선형적인 특성을 갖는 지반스프링(p-y, t-z, q-z 곡선등)을 이용하여 모델링하였으며 Beam-column 방법을 이용하여 말뚝-지반 시스템을 수치적으로 모델링하였다. 좀 더 실제적인 군말뚝의 해석을 위해서 지반-말뚝-지반 상호작용에 의한 그룹효과와 더불어 군말뚝 내에서 말뚝의 위치 및 말뚝과 말뚝캡의 결합조건에 따른 말뚝-캡 상호작용에 의한 효과를 고려하였다. 본 연구에서는 말뚝-캡의 상호작용에 중점을 두었으며 Beam-column 방법을 이용하여 이를 해석할 수 있는 타당한 수치해석적 방법을 개발하고자 하였다. 개발된 알고리즘을 수치해석 예제를 통해 비교, 검증하였다.

• Journal of the Korean GEO-environmental Society
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• v.13 no.6
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• pp.73-81
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• 2012

Safety issue for offshore wind-turbine foundation becomes a crucial factor as offshore wind turbines have been scaled up. Correspondingly, there is a demand to understand the effect of soil-structure interaction on to system behavior in geotechnical engineering point of view. The p-y curve method researched in past few decades is one of the most appropriate methodology to analyze the problem. In this study, recently proposed p-y curve models for various rocks are calibrated to analyze the engineering characteristics of seabed of Jeju Island where it is known to be most suitable area for offshore wind energy farm. Step by step calibration process for p-y models is presented. Analysis results show that subgrade reaction generally increases as closer to seabed. It is also shown that the behavioral characteristics of foundation reflect well rock properties in terms of resultant moment, shear force, etc.

• Journal of the Korean Geotechnical Society
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• v.18 no.3
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• pp.43-50
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• 2002

This paper describes a simplified numerical procedure for analyzing the response of bridge pier foundations due to riverbed scouring. A computationally efficient algorithm to analyze the behavior of a pile group is proposed by considering soil-pile, pile-cap, and pile-fluid interactions. The complex phenomenon of the pile-soil interaction is modeled by discrete nonlinear soil springs (p-y, t-z and q-z curves). The pile-cap interaction is considered by geometric configuration of the piles in a group and connectivity conditions between piles and the cap. The pile-fluid interaction is incorporated into the procedure by reducing the stiffness of the soil-pile reactions as a result of nonlinearity and degradation of the soil stiffness with river bridge scouring. Through the numerical study, it is shown that the maximum bending moment increases with increasing scour depth. Thus it is desirable to check the stability elf pile groups based on soil-pile and pile-cap interactions by considering scouring depth in the riverbed.

• Proceedings of the KSR Conference
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• 2006.05b
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• pp.388-399
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• 2006

• Journal of the Korean Chemical Society
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• v.36 no.5
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• pp.621-626
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• 1992

The effects of $Ca^{2+}$ ion on the charge transfer(CT) interaction of $4-(C_9H_{19})C_6H_4O(CH_2CH_2O)_{40} [NP-(EO)_{40}]$ with iodine in aqueous solution were investigated by UV-visible spectrophotometer. Maximum absorption wavelengths to the CT interaction were in the vicinity of 390 nm, and by the addition of $Ca^{2+}$ ion shifted toward 370 nm. Above CMC, the intensity of the CT interaction by the addition of $Ca^{2+}$ ion were increased and then decreased. The increase in the intensity of CT band were attributed to the increase of the donor-acceptor overlap with iodine caused by the compactness of micelle in the presence of $Ca^{2+}$ ion. These phenomena suggest that the linear oxyethylene(EO) chains, relatively free to assume various configuration in aqueous solution, could form a pseudo-crown ether structures capable of forming complexes with $Ca^{2+}$ ion.

• Proceedings of the KIEE Conference
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• 2001.10a
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• pp.6-8
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• 2001

차단기 내에 위치하는 이동부에서 작용하는 힘은 외부 조작력 외에도 여러 가지가 존재하며 이들 힘의 상호작용으로 인해 이동부의 스트로크 곡선이 결정된다. 또한, 이 힘들에 따라 차단기에서의 아크 소호시간, 차단기의 성능 등이 영향을 받으므로 이동부에서 작용하는 힘들의 해석이 필요하다. 이 힘들은 유체의 밀도와 압력, 이동부의 기계적 구조 등을 고려하여 해석이 되며, 이 힘들을 해석함으로써 결과적으로는 차단기의 동작특성을 파악할 수 있다. 본 논문에서는 이러한 힘들을 정의하고 이들 각각에 대하여 해석한다. 이동부에서 작용하는 힘들을 해석하기 위해서 먼저 이동부에서의 운동방정식을 세우고 이를 시뮬레이션하여 스트로크 곡선과 이동부에서의 힘들을 얻는다. 이렇게 얻어진 결과를 실험 값과 비교하고 이동부에서 작용하는 힘들에 대해 논의한다.