• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2012년도 제38회 춘계학술대회논문집
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• pp.388-391
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• 2012

마하 5 스크램젯 엔진에 대하여 흡입구 시동 특성 시험을 수행하였다. 시험 모델과 시험 설비의 상호 작용이나 과다한 내부 압축비에 의한 흡입구 불시동 현상을 관찰하였다. 모델의 위치를 조정함으로써 모델-설비의 상호 작용을 없애고 카울의 형상을 변경하여 내부 압축비를 조정함으로써 흡입구 시동을 달성하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 지반공학 공동 학술발표회
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• pp.443-452
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• 2005

The compaction pile methods with low replacement area ratio used sand(SCP) or gravel(GCP) has been usually applied to improvement of soft clay deposits. In order to design accurately compaction pile method with low replacement area ratio, it is important to understand the mechanical interaction between sand piles and clays and its mechanism during consolidation process of the composition ground. In this paper, a series of numerical analyses on composition ground improved by SCP and GCP with low replacement area ratio were carried out, in order to investigate the mechanical interaction between sand piles and clays. The applicability of numerical analyses, in which and elasto-viscoplastic consolidation finite element method was applied, could be confirmed comparing with results of a series of model tests on consolidation behaviors of composition ground improved by SCP. And,through the results of the numerical analyses, each mechanical behaviors of compaction piles and clays in the composition ground during consolidation was elucidated, together with stress sharing mechanism between compaction piles and clays.

• 한국전자통신학회논문지
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• 제8권2호
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• pp.301-306
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• 2013

아파트전세가율이 계속 상승하고 있다. 이런 현상으로 분석하기 위하여 아파트 매매가격과 전세가격의 상호작용을 지역별로 분석한 결과 다음과 같은 결론을 얻었다. 첫째, 지역별 아파트 매매가격과 전세가격의 상승과 하락 지역이 상이하여 나타나기 때문에, 지역적 양극화가 매우 심화되었다. 둘째, 최근 부동산시장은 지방 부동산의 호황과 수도권지역의 시장 침체로 분석되어, 전세가율은 계속 상승 중이었다. 마지막으로 아파트 전세가율 증감률은 전세가격 증가율이 매매가격 증가율보다 큰 경우는 전세가율 증감률이 (+)로 증가하였고, 적었을 경우는 (-)로 감소하였다.

• 대한기계학회논문집
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• 제15권1호
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• pp.355-365
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• 1991

본 연구에서는 화염간 상호 작용을 해석함으로써 정의 적용에 있어서의 적절 성과 유용성을 검토 하고 화염간 상호 작용 특성을 밝히기 위하여, 해석의 대상은 화 염간의 상호작용을 명확히 관찰할 수 있는 두 개의 평행한 사각 덕트형 노즐로부터 분 출되는 기체연료에 의해 형성 되는 두 개의 동등한 3차원 제트 난류 확산화염을 택한 다. 2-화염계는 상호작용 화염군의 기본 단위이며, 현재까지 원형제트 화염에 비하 여 3차원제트 화염에 대한 연구는 많지 않은 실정이다. 연구의 방법으로는 이론적 모델링과 수치해석을 통한 모의 실험에 중점을 두고 부분적인 실험으로 타당성을 점검 한다.이는 기존의 연구들이 대부분 실험적인 것들이거나 간단한 해석적 모델을 사 용한 것들이어서 상호 작용하의 화염 특성을 예측할 수 있는 수치 해석적 모델의 개발 이 필요하며, 또한 기존의 연구들이 온도나 성분만을 측정함으로서 유동장에서의 운동 량 전달의 상호작용 특성이 자세히 연구되지 못했으므로, 이를 위해서는 난점이 있는 속도 측정의 실험적 방법보다 수치해석적 접근법이 필요하기 때문이다. 이상과 같이 본연구는 상술한 정의를 적용해 보고 이에따라 화염간 상호작용의 특성을 파악하며 이 를 예측할 수 있는 이론적 모델을 개발하는 것을 목적으로 한다.

• Wind and Structures
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• 제20권2호
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• pp.143-168
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• 2015

A numerical model for analyzing air-train-track interaction is proposed to investigate the dynamic behavior of a high-speed train running on a track in crosswinds. The model is composed of a train-track interaction model and a train-air interaction model. The train-track interaction model is built on the basis of the vehicle-track coupled dynamics theory. The train-air interaction model is developed based on the train aerodynamics, in which the Arbitrary Lagrangian-Eulerian (ALE) method is employed to deal with the dynamic boundary between the train and the air. Based on the air-train-track model, characteristics of flow structure around a high-speed train are described and the dynamic behavior of the high-speed train running on track in crosswinds is investigated. Results show that the dynamic indices of the head car are larger than those of other cars in crosswinds. From the viewpoint of dynamic safety evaluation, the running safety of the train in crosswinds is basically controlled by the head car. Compared with the generally used assessment indices of running safety such as the derailment coefficient and the wheel-load reduction ratio, the overturning coefficient will overestimate the running safety of a train on a track under crosswind condition. It is suggested to use the wheel-load reduction ratio and the lateral wheel-rail force as the dominant safety assessment indices when high-speed trains run in crosswinds.

• Structural Engineering and Mechanics
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• 제31권3호
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• pp.349-365
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• 2009

Membrane structures are quite sensitive to wind and therefore the fluid-solid interaction can not be neglected in dynamic analysis. A boundary element method (BEM) for 3D simulation of wind-structure interaction in tensile membrane structures is presented in this paper. The flow is treated as incompressible and potential. The flow field is solved with boundary element method codes and structural simulation is performed by finite element method software ANSYS. The nonlinear equations system is solved iteratively, with segregated treatment of the fluid and structure equations. Furthermore this method has been demonstrated to be effective by typical examples. Besides, the influence of several parameters on the wind-structure interaction, such as rise-span ratio, prestress and the wind velocity are investigated according to this method. The results provide experience in wind resistant researches and engineering.

• 한국연소학회:학술대회논문집
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• 한국연소학회 2012년도 제44회 KOSCO SYMPOSIUM 초록집
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• pp.13-16
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• 2012

The interaction between methane and hydrogen premixed flames with the different equivalence ratio and global strain rate was investigated numerically in one-dimensional counterflow field. The OPPDIF code and GRI-v3.0 were used to simulate the interacting flames. Overall trends in the maximum heat release rates of $CH_4{^-}$ and $H_2$-side flame were examined with the variation of $a_g$. The interaction mode of the flames were classified according to the equivalence ratios and Lewis numbers of each flame and global strain rate.

• Earthquakes and Structures
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• 제10권6호
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• pp.1273-1289
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• 2016

This paper addresses the concept of lateral overstrength; the ratio of actual lateral strength to design base shear force, for both SDOF and MDOF systems considering soil structure interaction. Overstrength factors are obtained with inelastic time history analysis for SDOF systems for period range of 0.1-3.0 s, five different aspect ratios (h/r=1, 2, 3, 4, 5) and five levels of ductility (${\mu}$=2, 3, 4, 5, 6) considering soil structure interaction. Structural overstrength for MDOF systems are obtained with inelastic time history collapse analysis for sample 1, 3, 6, 9, 12 and 15 storey RC frame systems. In analyses, 64 ground motions recorded on different site conditions such as rock, stiff soil, soft soil and very soft soil are used. Also lateral overstrength ratios considering soil structure interaction are compared with those calculated for fixed-base cases.

• 공학교육연구
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• 제13권6호
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• pp.164-170
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• 2010

본 연구는 초등학교 교실수업에서 로봇활용수업이 학생의 상호작용 촉진에 미치는 효과를 살펴보는 것이다. 본 연구의 결과, 로봇활용수업은 인지적 정의적 초인지적 상호작용이 고루 분포되었으며 특히 초인지적 상호작용의 비율이 상대적으로 높은 것으로 나타났다. 학습자의 세부 활동을 분석한 결과에 의하면, 로봇매체가 중개자가 되어 상호간의 의사소통을 활발히 촉진한 것으로 관찰되었으며, 명료화와 정교화에 관련한 초인지적 상호작용이 활발히 조성되었다. 따라서 로봇활용수업은 학생의 상호작용을 효과적으로 촉진하는 것으로 나타났다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제7권4호
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• pp.691-698
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• 2015

The hydrodynamic interaction forces and moments induced by the vicinity of bank on a passing vessel are known as wall effects. In this paper, the characteristics of interaction acting on a passing vessel in the proximity of a semi-circle bank wall are described and illustrated, and the effects of ship velocity, water depth and the lateral distance between vessel and semi-circle bank wall are discussed. For spacing between ship and semi-circle bank wall (SP) less than about 0.2 L and depth to ship's draft ratio (h/d) less than around 2.0, the ship-bank interaction effects increase steeply as h/d decreases. However, for spacing between ship and semi-circle bank wall (SP) more than about 0.3 L, the ship-bank interaction effects increase slowly as h/d decreases, regardless of the water depth. Also, for spacing between ship and semi-circle bank wall (SP) less than about 0.2 L, the hydrodynamic interaction effects acting on large vessel increase largely as ship velocity increases. In the meantime, for spacing between ship and semi-circle bank wall ($S_P$) more than 0.3 L, the interaction effects increase slowly as ship velocity increases.