• 항공우주시스템공학회지
• /
• 제9권1호
• /
• pp.28-34
• /
• 2015

Armed aircraft of a basic trainer class installs external stores under wing box by using pylon and performs an operation such as weapon delivery and jettison, and should be designed to withstand all kinds of loads applied to external stores. The static strength test of pylons and wing box was performed to assess the static strength of pylon and their support structures for substantiation. Based on the test, the structures were verified to fully satisfy a given design requirement. In this paper, methods of test load generation of wing box and pylon, evaluation of test result data and design result of test set-up were presented. Comparing the FEM analysis with the same test data can lead to good match and reasonable deviation between both. Finally, based on the test and the analysis, the static strength of test article was substantiated and the reliability and effectiveness of analysis math model were obtained.

• Earthquakes and Structures
• /
• 제2권2호
• /
• pp.109-126
• /
• 2011

The inelastic earthquake response of non-symmetric, braced steel buildings, designed according to the EC3 (steel structures) and EC8 (earthquake resistant design) codes, is investigated using 1, 3 and 5-story models, subjected to a set of 10, two-component, semi-artificial motions, generated to match the design spectrum. It is found that in these buildings, the so-called "flexible" edge frames exhibit higher ductility demands and interstory drifts than the "stiff" edge frames. We note that the same results were reported in an earlier study for reinforced concrete buildings and are the opposite of what was predicted in several other studies based on the over simplified, hence very popular, one-story, shear-beam type models. The substantial differences in such demands between the two sides suggest a need for reassessment of the pertinent code provisions. In a follow up paper, a design modification will be introduced that can lead to a more uniform distribution of ductility demands in the elements of all building edges. This investigation is another step towards more rational design of non-symmetric steel buildings.

• 대한기계학회논문집B
• /
• 제34권6호
• /
• pp.569-577
• /
• 2010

다상 유체 시스템에 적용할 수 있는 다중스케일 입자 시뮬레이션 기법을 개발하였다. 거시 모델과 미시모델이 만나는 경계영역에서 세가지로 구별되는 기능을 수행하도록 하였다. 먼저, 기상과 액상을 분리하여 연결하기 위해 벽을 설정하였다. 또 경계영역을 근처에서 경계의 위치를 측정하고 이것에 벽의 각도와 위치가 연동하여 접촉각 값을 미시모델에서 거시모델로 전달하게 하였다. 마지막으로, 입자의 삽입과 제거를 통해 경계영역의 질량과 온도를 거시적 조건에 맞추도록 하였다. 이 알고리즘들을 적용한 완전습윤과 부분습윤시스템들은 좋은 결합 결과를 보였다.

• 한국통신학회논문지
• /
• 제36권12C호
• /
• pp.738-743
• /
• 2011

고해상도 3차원 깊이 영상은 고품질의 3차원 방송을 위해 필요한 중요한 정보이다. 깊이 카메라는 정확한 깊이 정보를 실시간으로 얻을 수 있지만, 카메라 물리적 한계로 인해 저해상도의 깊이 영상만 이용한다. 본 논문에서는 저해상도의 깊이 영상과 색상 영상을 이용하여 색상 영상을 보간 하는 방법을 제안한다. 제안하는 방법은 랜덤워크 확률 모델을 이용하여 각 화소들이 초기 깊이값과 같을 확률값을 정의하여 가장 높은 확률을 가지는 초기 깊이값을 나머지 화소들에 복사한다. 제안한 방법은 인접한 화소들만을 이용하는 것이 아니라 경로를 따라 비용을 계산함으로써, 여러 화소에 걸친 색상의 변화율이 고려되어 물체의 경계 주변에서 색상 영역과 깊이 영상간의 경계가 일치하는 향상된 깊이 영상을 얻을 수 있다.

• Coupled systems mechanics
• /
• 제7권6호
• /
• pp.731-753
• /
• 2018

The recent seismic events have led to concerns on safety and vulnerability of Reinforced Concrete Moment Resisting Frame "RC-MRF" buildings. The seismic design demands are greatly dependent on the computational tools, the inherent assumptions and approximations introduced in the modeling process. Thus, it is essential to assess the relative importance of implementing different modeling approaches and investigate the computed response sensitivity to the corresponding modeling assumptions. Many parameters and assumptions are to be justified for generation effective and accurate structural models of RC-MRF buildings to simulate the lateral response and evaluate seismic design demands. So, the present study aims to develop reliable finite element model through many refinements in modeling the various structural components. The effect of finite element modeling assumptions, analysis methods and code provisions on seismic response demands for the structural design of RC-MRF buildings are investigated. where, a series of three-dimensional finite element models were created to study various approaches to quantitatively improve the accuracy of FE models of symmetric buildings located in active seismic zones. It is shown from results of the comparative analyses that the use of a calibrated frame model which was made up of line elements featuring rigid offsets manages to provide estimates that match best with estimates obtained from a much more rigorous modeling approach involving the use of shell elements.

• 마케팅과학연구
• /
• 제17권3호
• /
• pp.61-81
• /
• 2007

현재 한국시장의 광고에는 외국인 모델과 외국어를 사용하는 것이 일반적이다. 그러나 그 효과에 대한 검증은 거의 이루어지지 않고 있다. 기존의 연구에 의하면 마케팅 커뮤니케이션과 소비자의 문화적 가치가 일치하게 될 때 커뮤니케이션의 효과가 높아진다고 한다. 즉, 광고에의 외국문화 사용은 기존 연구에서 주장하고 있는 바와는 반대의 현상인 것이다. 그러나 인터넷 등 글로벌 매체에 의해 글로벌 문화가 출현함에 따라 마케팅 커뮤니케이션과 소비자의 문화적 가치가 일치하는 것이 가장 바람직한 커뮤니케이션 방법이라 볼 수는 없다. 이에 본 연구는 외국인 모델을 사용하는 광고에 있어서 모델의 매력도와 외국어 사용이 소비자의 광고와 제품에 대한 태도, 구매의도 등에 어떤 영향을 미치는가를 살펴보고 효과적인 광고 커뮤니케이션에 대한 제언을 하고자 했다. 연구결과, 광고에 사용된 언어와 광고의 시각적 단서인 모델 매력도는 광고의 효과에 상호작용 효과를 나타내는 것이 밝혀졌다. 광고에 사용된 모델 매력도가 높은 경우, 제품에 대한 태도, 구매의도가 사용된 언어에 대해 유의한 차이를 보이지 않았다. 광고에 사용된 모델의 매력도가 낮은 경우에는 영어를 사용한 경우가 제품에 대한 태도, 구매의도가 높았다. 즉, 외국인 모델을 광고에 사용할 경우, 그 모델의 매력도의 높고 낮음에 따라 광고에 사용되는 언어를 선택함으로써 광고의 효과를 조절할 수 있다는 실무적 시사점을 제공한다.

• Wind and Structures
• /
• 제26권3호
• /
• pp.147-161
• /
• 2018

For wind engineering applications downbursts are, presently, almost exclusively modeled, both experimentally and numerically, as transient impinging momentum jets (IJ), even though that model contains none of the physics of real events. As a result, there is no connection between the IJ-simulated downburst wind fields and the conditions of formation of the event. The cooling source (CS) model offers a significant improvement since it incorporates the negative buoyancy forcing and baroclinic vorticity generation that occurs in nature. The present work aims at using large-scale numerical simulation of downburst-producing thunderstorms to develop a simpler model that replicates some of the key physics whilst maintaining the relative simplicity of the IJ model. Using an example of such a simulated event it is found that the non-linear scaling of the velocity field, based on the peak potential temperature (and, hence, density) perturbation forcing immediately beneath the storm cloud, produces results for the radial location of the peak radial outflow wind speeds near the ground, the magnitude of that peak and the time at which the peak occurs that match well (typically within 5%) of those produced from a simple axi-symmetric constant-density dense source simulation. The evolution of the downdraft column within the simulated thunderstorm is significantly more complex than in any axi-symmetric model, with a sequence of downdraft winds that strengthen then weaken within a much longer period (>17 minutes) of consistently downwards winds over almost all heights up to at least 2,500 m.

• Geomechanics and Engineering
• /
• 제15권3호
• /
• pp.851-859
• /
• 2018

There are two primary causes of the ground movement due to tunnelling in urban areas; firstly the lost ground and secondly the groundwater depression during construction. The groundwater depression was usually not considered as a cause of settlement in previous research works. The main purpose of this study is to analyze the combined effect of these two phenomena on the transverse settlement trough. Centrifuge model tests and numerical analysis were primarily selected as the methodology. The characteristics of settlement trough were analyzed by performing centrifuge model tests where acceleration reached up to 80g condition. Two different types of tunnel models of 180 mm diameter were prepared in order to match the prototype of a large tunnel of 14.4 m diameter. A volume loss model was made to simulate the excavation procedure at different volume loss and a drainage tunnel model was made to simulate the reduction in pore pressure distribution. Numerical analysis was performed using FLAC 2D program in order to analyze the effects of various groundwater depression values on the settlement trough. Unconfined fluid flow condition was selected to develop the phreatic surface and groundwater level on the surface. The settlement troughs obtained in the results were investigated according to the combined effect of excavation and groundwater depression. Subsequently, a new curve is suggested to consider elastic settlement in the modified Gaussian curve. The results show that the effects of groundwater depression are considerable as the settlement trough gets deeper and wider compared to the trough obtained only due to excavation. The relationships of maximum settlement and infection point with the reduced pore pressure at tunnel centerline are also suggested.

• 미래기술융합논문지
• /
• 제2권3호
• /
• pp.49-58
• /
• 2023

본 연구는 브랜드 이미지와 모델 이미지 일치여부에 따른 화장품 광고효과와 브랜드 이미지와 광고 카피 간을 조화롭게 지각하느냐 여부에 따른 화장품 광고효과를 알아봄으로써, 화장품 광고에서 맥락효과를 검증하고자 하였다. 이를 위해 브랜드 가치유형(3)×광고카피유형(3) 요인설계를 이용하여 자료를 수집하였다. 연구결과 첫째, 화장품 브랜드 이미지와 모델 이미지의 일치여부에 따른 광고효과를 확인한 결과, 모델의 이미지와 브랜드의 이미지가 일치할 때 광고태도와 구매의도가 모두 유의미하게 높은 것으로 나타났다. 둘째, 화장품 브랜드 이미지와 카피유형의 일치도 지각여부에 따라 광고효과에서 차이가 있는 가를 확인하였다. 그 결과 화장품 브랜드 이미지와 카피유형이 일치한다고 지각하는 소비자들이 불일치한다고 지각하는 소비자에 비해 광고태도와 구매의도가 모두 유의미하게 높은 것으로 나타났다. 향후 화장품 광고 카피 전략을 세울 때맥락효과를 접목하여 카피전략을 세워야 하는가에 대한 타당성을 제공해 줄 것으로 기대된다.

• Journal of Advanced Research in Ocean Engineering
• /
• 제4권3호
• /
• pp.124-134
• /
• 2018

In this study, when the stability of the structure against the ocean wave is considered for designing the offshore structures in the Pacific, Indian ocean and Atlantic regions where the cyclone is largely generated, the ocean wave caused by the cyclone as well as the storm surge which called wind induced wave shall be predicted accurately for the purpose of judgment. The predicted wind induced wave was evaluated by comparing the outcome results the model test of Nobuhiro Matsunaga (1996) and Conventional Experiment forms such as Jonswap spectral forms(Carter, 1982), Simplified Donelan / Jonswap forms(Wilson 1965), Donelan spectral forms(Donelan 1980), Revised SPM forms(Schafer Lake 2005, 2007, 2008), SPM forms(CERC 1977), the CEM forms(Kazeminezhad et al., 2005), SMB forms(Sverdrup Munk and Bretschneider 1947,1954, 1970), and Revised Wilson forms(Wilson 1965, Goda 2003). Most of these conventional experiment forms confirmed a good match when the fetch length is less than 10 km. However, normal cyclone fetch length is more than 100km, With this fetch length, the comparison result is 10.4% of deviation when used Jonswap spectral forms(Carter, 1982) but the deviation of the other forms is around 74% due to boundary limit of fetch and wind duration. Therefore, in this study, we proposed the revised forms after comparing these results with the model results. We confirmed that the deviation range is around 10% based on revisited experiment forms. Since the model test was carried out in the small water tank, the scale up factor was applied to the mode test results in order to obtain similar results to the actual environment from revisited forms.