본 연구에서는 을숙도 큰고니 서식지의 생태계 건강성 유지방안을 마련하기 위하여 시스템 사고를 통해 큰고니 서식환경 변화 현상에 대한 피드백 구조를 분석하였다. 을숙도 내 큰고니와 기타 수조류의 개체수에 대한 인과지도를 통해 을숙도 큰고니 개체수는 휴식환경 및 먹이환경 변화와 관계가 있음을 확인하였다. 큰고니의 휴식환경 인과지도에서는 탐조 및 탐방활동, 수위, 소음에 의한 휴식환경 변화가 큰고니 개체수에 영향을 미치는 것을 확인하였으며, 큰고니의 먹이환경 인과지도를 통해 담수의 면적, 수면동결, 을숙도 염분, 새섬매자기 밀도에 의한 먹이환경 변화가 큰고니 개체수에 영향을 미치는 것으로 확인 하였다. 마지막으로 통합인과지도를 통해 낙동강하굿둑 방류량과 건설행위가 큰고니의 휴식환경과 먹이환경에 영향을 미치는 변수임을 파악하였으며 큰고니 서식환경 관리를 위한 전략지점으로 선정하여 관리방안을 제시하였다. 연구의 결과는 장기적 관점에서 을숙도의 생태계 건강성을 유지를 위한 관리방안마련에 기여할 것이다.

This study proposes how to teach aspectual derivations of the verb in the Russian language based on the prefixation and suffixation. The author argues that for the intermediate/advanced learners the traditional aspectual pair system needs to be replaced by the aspectual cluster system and the derivations of the imperfective verbs through the suffixation needs to be taught based on the classification of the infinitives. The hierarchical structure of verb stem in Russian is as follows: superlexical prefixes (po-, etc.) > -yva- > superlexical prefixes (ot-, etc.) > intermediate prefixes (do-, pere-) > -nu-/-a- > lexical prefixes > stem. The study also proposes that the syntactic structure needs to contain the split AspPs (PerfP1 > ImpfP > PerfP2 > PerfP3) outside of the vP and another AspP inside the vP in order to derive the above-mentioned hierarchical structure.

원자력발전소에는 전력생산과 안전과 관련된 수많은 기기들이 존재하고 있다. 기본적으로 원자력발전소의 구조물과 기기는 지진시 탄성거동올 목표로 안전율을 매우 높게 적용하여 설계해 왔다. 그러나 최근 발생한 지진의 규모가 증가함에 따라 설계수준을 초과한 지진에 대한 기기의 안전성을 재평가할 필요가 있다. 본 연구에서는 구조물의 비선형 거동에 의한 층응답을 분석하였고, 비선형해석에 의한 구조물의 비탄성구조응답계수를 재평가하였다. 기기의 지진취약도 평가시 구조물의 비탄성구조응답이 어떤 영향을 주는지 분석하기 위하여 재평가된 구조물의 비탄성구조응답계수와 기존에 사용되어온 구조물 비탄성구조응답계수를 적용하여 지진취약도 평가를 수행하였다. 해석결과에 따르면 비탄성구조응답계수는 기기의 고유진동수, 기기의 위치 그리고 구조물의 동특성에 따라 영향을 받는 것으로 나타났다.

Using a progressive die of the multi-stage drawing product, It was experiments for the Influence of the Products Roundness on the die pad process Safety die model, obstacle countermeasure research safety die design When the die pad is independent structure, Sidewall thickness of the inside 2stage, 3stage, 4stage of the product is thicker, the thickness of the inside 1stage and the bottom is thinner. it was become unstable beacuse the inside 1stage related to the Products Roundness is thinner. When the die pad is Integrated structure, Sidewall thickness of the inside 1stage, 2stage of the product is thicker, and Sidewall 3stage and 4stage was a thin. it was become unstable beacuse the inside 3stage related to the Products Roundness is thinner. Therefore, The appropriate combination of and integrated independent is required for each process.

The optical film for light luminance improvement of back light unit that is used in light emitting diode/liquid crystal display and retro-reflective film is used as luminous sign consist of square and triangular pyramid structure pattern based on V-shape micro prism pattern. In this study, we analyzed machining characteristics of Cu-plated flat mold by shaping with diamond tool. First, cutting conditions were optimized as V-groove machining for the experiment of micro prism structure mold machining with prism pattern shape, cutting force and roughness. Second, the micro prism structure such as square and triangular pyramid pattern were machined by cross machining method with optimizing cutting conditions. Variation of Burr and chip shape were discussed by material properties and machining method.

A seismic response analysis method for three-dimensional floating offshore structures due to seaquakes is developed. The hydrodynamic pressure exerted on the structure is calculated taking into account the compressibility of the sea water, the fluid-structure interaction, the energy absorption by the seabed, and the energy radiation into infinity. To validate developed method, the hydrodynamic pressure induced by the vibration of a floating massless rigid circular disk is calculated and compared with an exact analytical solution. The developed method is applied to seismic analysis of a support structure for a floating offshore wind turbine subjected to the hydrodynamic pressures induced from a seaquake. Analysis results show that earthquake response of a floating offshore structure can be greatly influenced by the compressibility of fluid, the depth (natural frequencies) of the fluid domain, and the energy absorption capacity of the seabed.

In this study, among the domestic MMORPG narrative research is scarce, it began to study to determine the trend. In order to identify trends, selected for study, Big company ‘NCsoft’ has made 「Lineage」, 「Aion」, and「Blade & Soul」. Glassner the selection of works based on the Branching Narrative structure is proposed and analyzed the structure of the narrative of the three games. Analysis of each game is found to be fused in the form of branch narrative structure. And fusion forms from the past to the present was to get the results came increasingly been reduced. If the results of this study will be a springboard to the MMORPG narrative analysis and impact studies conducted in the future.

목 적: 곡률이 없는 안경렌즈 위에 하드 코팅 막과 SiO2 막을 쌓은 후, FDTD(Finite-difference time-domain) 시뮬레이션을 이용하여 평균 반사율을 계산하고 나노 구조 형태에 따른 반사방지 효과를 연 하였다. 방 법: 시뮬레이터 설계에서 굴절률이 1.55인 안경렌즈 위에 하드발수막을 3μm로 하고, 그 위에 SiO2 막을 100nm에서 900nm의 두께로 변화시켰으며, SiO2 막에 역원추 모양의 나노 구조를 만들었다. 역원추 체적비를 최적으로 만들기 위해 역원추의 배열을 육방정 형태로 하였다. 시뮬레이션 주기와 역원추 깊이와 반지름을 변화시켰으며, 또한 최적의 반사방지 효과를 찾기 위해 평균 반사율 등고선 지도를 만들었다. 결 과: 안경렌즈의 평균 반사율을 얻은 결과, 시뮬레이션 주기는 100nm에서 300nm일 때 역원추 깊이는 700nm 이상에서 최적상태였으며, 역원추 반경은 시뮬레이션 주기의 반일 때 최적이 되었으며, 최적상태에 서 안경렌즈의 평균 반사율은 0.15%이었다. 결 론: 안경렌즈 코팅막을 역원추 나노 구조로 만들면 안경렌즈에서 초발수 현상이 나타날 뿐 아니라, 반사방지 효과가 나타나 안경렌즈의 여러 층의 반사방지막 코팅을 대신할 수 있으리라 기대된다

The purpose of this study is to develop a new seismic resistant method by using precast concrete wall panels for existing low-rise, reinforced concrete beam-column buildings such as school buildings. Three quasi-static hysteresis loading tests were experimentally performed on one unreinforced beam-column specimen and two reinforced specimens with L-type precast wall panels. The results were analyzed to find that the specimen with anchored connection experienced shear failure, while the other specimen with steel plate connection principally manifested flexural failure. The ultimate strength of the specimens was determined to be the weaker of the shear strength of top connection and flexural strength at the critical section of precast panel. In this setup of L-type panel specimens, if a push loading is applied to the reinforced concrete column on one side and push the precast concrete panel, a pull loading from upper shear connection is to be applied to the other side of the top shear connection of precast panel. Since the composite flexural behavior of the two members govern the total behavior during the push loading process, the ultimate horizontal resistance of this specimen was not directly influenced by shear strength at the top connection of precast panel. However, the RC column and PC wall panel member mainly exhibited non-composite behavior during the pull loading process. The ultimate horizontal resistance was directly influenced by the shear strength of top connection because the pull loading from the beam applied directly to the upper shear connection. The analytical result for the internal shear resistance at the connection pursuant to the anchor shear design of ACI 318M-11 Appendix-D except for the equation to predict the concrete breakout failure strength at the concrete side, principally agreed with the experimental result based on the elastic analysis of Midas-Zen by using the largest loading from experiment.

Modern football has transformed into a scientific football based on data. With this trend, various methods for tactics studies and outcome prediction have been developed on the perspective of data analysis. In this paper, we propose a structural equation model for football game. We analyze critical factors that affect to the winning of game except psychological parts and the causal relationship between latent variables and observed variables is statistically verified through the proposed structural equation model. The results show that the Passing ability and the Ball possession affect to the Attack ability, and consequently it has a positive impact on the winning of game.

GRP pipe (Glass-fiber Reinforced Plastic Pipe) lines making use of FRP (Fiber Reinforced Plastic) are generally thinner, lighter, and stronger than the existing concrete or steel pipe lines, and it is excellent in stiffness/strength per unit weight. In this study, we present the result of field test for buried GRP pipes with large diameter(2,400mm). The vertical and horizontal ring deflections are measured for 387 days. The short-term deflection measured by the field test is compared with the result predicted by the Iowa formula. In addition, the long-term ring deflection is predicted by using the procedure suggested in ASTM D 5365(ANNEX) in the range of 40 to 60 years of service life of the pipe based on the experimental results. From the study, it was found that the long-term vertical and horizontal ring deflection up to 60 years is less than the 5% ring deflection limitation.

The finite element stress analysis of large sized rectangular water tank structures made of stainless steel materials is carried out for various combined load cases. The combined load cases for a large size of 5,000ton are further determined using the specification(KS B　6283) established from the Korean Standards Association. The changed water capacity due to the size of reservoirs could be heavily dependent for evaluating seismic effects, especially for large reservoirs. For the better numerical efficiency, the rectangular panels are modelled using the ANSYS ADPL module. The numerical results obtained for different load cases mainly show the effect of the interactions between the different load combination and other various parameters, for example, the water capacity, and different stainless steel materials. The structural performance for various load combinations is also evaluated.

The purpose of this study was the analytical safety evaluation on the super-structure of precast modular bridge using standardized modular members and robotic construction during the transportation routing and lifting conditions. In order to evaluate the safety performance of the bridge system, 3-D full scale Finite Element (FE) of 40 m standardized modular block was developed in ABAQUS, followed by the analytical study to classify the structural system according to steel girder structures: 1) modular bridge block lifting method including the steel girder system; 2) modular bridge block lifting method without the steel girder system. The results from the analytical study revealed that the maximum stress of each modular member was within the maximum allowable stresses during lifting condition. However, the stress concentration at the connected area was more critical in comparison to the behavior of 40 m combined modular blocks during lifting time

This study aims at developing a new seismic resistant method by using precast concrete wall panels for existing low-rise, reinforced concrete beam-column buildings such as school buildings. Three quasi-static hysteresis loading tests were performed on one unreinforced beam-column specimen and two reinforced specimens with U-type precast wall panels. Top shear connection of the PC panel was required to show the composite strength of RC column and PC wall panel. However, the strength of the connection did not influence directly on the ultimate loading capacities of the specimens in the positive loading because the loaded RC column push the side of PC wall panel and it moved horizontally before the shear connector receive the concentrated shear force in the positive loading process. Under the positive loading sequence(push loading), the reinforced concrete column and PC panel showed flexural strength which is larger than 97% of the composite section because of the rigid binding at the top of precast panel. Similar load-deformation relationship and ultimated horizontal load capacities were shown in the test of PR1-LA and PR1-LP specimens because they have same section dimension and detail at the flexural critical section. An average of 4.7 times increase in the positive maximum loading(average 967kN) and 2.7 times increase in the negative maximum loading(average 592.5kN) had resulted from the test of seismic resistant specimens with anchored and welded steel plate connections than that of unreinforced beam-column specimen. The maximum drift ratios were also shown between 1.0% and 1.4%.

현재 사용되고 있는 대부분의 풍진동해석법은 진동수영역의 스펙트럼 해석법에 기초하고 있다. 스펙트럼해석법은 하중 및 응답의 위상각을 무시하게 되며 그에 따라 병진방향 및 비틀림 방향의 모드 응답조합이 어려워질 수 있다. 본 연구에서는 일반화 밑면 모멘트 스펙트럼밀도함수로부터 재생된 풍하중 시간이력을 이용하여 병진, 비틀림 방향이 연계된 구조물의 응답을 해석하는 시간이력 해석법에 대해서 다룬다. 제시된 시간이력 해석법의 적용성을 검토하기 위하여 직사각형 평면을 가지는 40층 규모의 구조물을 대상으 로 해석을 수행하였다. 수치해석결과에 의하면, 시간이력해석법에 의하여 질량중심으로부터 멀리 떨어진 곳의 비틀림 모드에 의한 응답특성을 파악할 수 있었으며, 병진방향과 비틀림방향 모드 응답의 조합에 의하여 보다 정확한 응답예측이 가능한 것을 알 수 있었다. 또한 해석된 응답을 이용하여 사용성능 및 처짐 성능평가를 수행할 수 있기 때문에 예비설계 단계에서 보다 정밀한 내풍 성능평가가 가능한 것을 알 수 있었다.

본 논문은 녹색을 발광하는 가넷 형광체 (Lu1-xGdx)3(Al1-yGay)5O12:Ce3+에 관하여 연구하였다. 모든 시편은 입방구조를 가진다. x 증가에 따라 x = 0.20 일 때 559 nm의 peak에서 x = 0.40 일 때 576 nm의 peak로 발광 스펙트럼의 적색편이가 일어나고, x = 0 일 때와 비교하면 x = 0.40 일 때 휘도가 24 %정도 감소한다. 그리고 광여기스펙트럼 또한 유사한 적색편이를 보여준다. y 증가에 따라 y = 0.20 일 때 534 nm의 peak에서 y = 0.40 일 때 524 nm의 peak로 발광 스펙트럼의 청색편이가 일어나고, y = 0 일 때와 비교하면 y = 0.40 일 때 휘도가 46 %정도 감소한다. 그리고 광여기스펙트럼 또한 유사한 청색편이를 보여준다. 본 논문의 가넷 형광체 (Lu1-xGdx)3(Al1-yGay)5O12:Ce3+는 우수한 녹색과 노란색의 색채조정 능력으로 백색발광소자의 색변환 형광체로써 적용될 수 있다.

This study investigate the dynamic response changes of rib dome structure according to property changes of Substructure. Eigenvalue analysis is conducted in first natural frequency of rib dome versus substructure and searched in the dominant mode of horizontal and vertical direction. Resonance frequency by each first natural frequency of the rib dome structure, substructure and total structure is applied for a seismic wave. That is analyzed about maximum displacement response ratio and maximum acceleration response ratio.

The performance enhancement of various structural building systems from natural hazards has become an inctreasingly important issue in engineering field. In this paper, visco-elastic(VE) CST30 damping systems were tested under cyclic loadings to evaluate their performance in terms of ductility and energy dissipation. Main test variables are relative shear stiffness, rate of loading frequency, and thickness of specimens to evaluate the seismic capacity based on the performance criteria. This experiment was performed using a total of 12 specimens, subjected to cyclic loadings up to a shear deformation of 500%. All the CST30 dampers provided a ductile and stable hysterestic behavior when subjected to the demands of large shear stiffness and different loading frequencies. The test results showed that the CST30 dampers are an effective damping systems to enhance the buildings performance for remodeling and retrofit of buildings

In this study, a shape design and an analysis considering structural stability were investigated to develop an icosahedron-based hemispherical modular dome. To design this modular dome, a program that can perform icosahedron shape modeling, modularization of joint connection members, and the analysis of structural stability was developed. Furthermore, based on the adopted numerical model, the eigen buckling mode, unstable behavior characteristics according to load vector, and the critical buckling load of the modular dome under uniformly distributed load and concentrated load were analyzed, and the resistance capacities of the structure according to different load vectors were compared. The analysis results for the modular dome suggest that the developed program can perform joint modeling for shape design as well as modular member design, and adequately expressed the nonlinear behaviors of structured according to load conditions. The critical buckling load results also correctly reflected the characteristics of the load conditions. The uniformly distributed load was more advantageous to the structural stability than concentrated load.