• Structural Engineering and Mechanics
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• 제72권2호
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• pp.141-153
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• 2019

The effect of galleries on the earthquake behavior of dams should be investigated to obtain more realistic results. Therefore, a roller compacted concrete (RCC) dam with and without galleries are examined under ground motion effects. For this purpose, Cine RCC dam constructed in Aydın, Turkey, is selected in applications. The optimal mesh around galleries is investigated to obtain the most realistic results. Two-dimensional finite element models of Cine RCC dam with and without galleries are prepared by using ANSYS software. Empty and full reservoir conditions were taken into account in the time-history analyses. Hydrodynamic effect of the reservoir water was taken into account considering two-dimensional fluid finite elements based on the Lagrangian approach. It is examined that how principle stresses and displacements change by height and during earthquake. The dam-foundation-reservoir interaction was taken into consideration with contact-target element pairs. The displacements and principle stress components obtained from the linear analyses are compared each other for various cases of reservoir water and galleries. According to numerical analyses, the effect of galleries is clear on the response of RCC dam. Besides, hydrodynamic water effect obviously increases the principle stress components and horizontal displacements of the dam.

• 한국콘텐츠학회:학술대회논문집
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• 한국콘텐츠학회 2003년도 춘계종합학술대회논문집
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• pp.132-138
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• 2003

자연현상에서 쉽게 관찰할 수 있는 빛이나 소리 등 파동적인 현상으로 아지랑이나 별의 반짝임과 물그릇 속의 수저가 굽어보이는 현상을 Caustic이라고 하는데, 우리는 Caustic을 여러 환경에 따라서 다양한 굴절을 체험하게 된다. 이렇게 자연현상에서 일어나는 현상을 좀더 사실적이고 효과적으로 장면연출을 하기 위하여 사람들은 3D Animation에도 Caustic표현을 적용하고자 한다. 하지만 Caustic은 여러 가지변수로 인하여 다양하게 나타나므로 이를 표현하기 위해서는 많은 시간과 테스트과정을 거쳐야된다. 본 논문에서는 3D Animation에서의 Caustic표현을 찾아보고, 장면에 따른 분석과 설문을 통하여 장면연출에서 Caustic 역할을 분석하였다. 효과적인 장면연출을 위하여 Caustic 표현에 있어 여러 가지 조건변화에 따른 실험을 하였다. 실험의 결과를 토대로 실증적 실험 연구를 통해 학습에 미치는 효과를 검증함으로써, 3D Animation에서 좀더 사실적인 장면을 연출하기 위하여 Caustic표현에 있어서 교육적 지침서 역할을 하고자 하였다.

• 한국멀티미디어학회논문지
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• 제20권9호
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• pp.1606-1618
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• 2017

The explosion effect of computer graphics Visual Effects(VFX) used in films and animations is an important element that determines the completeness of the film, and its usage is getting extended. The realistic explosion effect of VFX should be made according to observations and analysis of various factors of actual explosion in real world. This experimental research would suggest the efficient production guideline for the technical characteristics of underwater explosion of VFX. For this research process, first, the comparison of actual explosion and VFX explosion effect, classification of actual explosion, and characteristics of underwater explosion effect will be addressed. Second, based on the literature reviews, the four steps of experimental production analysis tool will be derived. Third, the experimental research will be processed in along with technical factors four steps of the underwater explosion effect, (1)realistic creation and emission of fluid, (2)fluid expansion control by water pressure, (3)bubble effect, and (4)motion of bubble & dissipation of fluid. The effective method of fluid simulation production will be verified through experimental studies based on the characteristics of the actual explosion process. This experimental study suggested the VFX production technique is expected to be used as the basic data for related research field.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2015년도 학술발표회
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• pp.173-173
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• 2015

The flood water level in tidal river is determined by the joint effects of flood discharge and tidal water levels at downstream boundary. Due to the variable tidal boundary conditions, the evaluated design water levels associated with a certain flood event can be significantly different. To avoid determining of design water levels just by a certain tidal boundary condition and remove the influence of variability in boundary condition from the evaluation of design water levels, a probabilistic approach is considered in this study. This study focuses on the development of a method to evaluate the realistic design water levels in tidal river with taking into account the combined effects of river discharge and tidal level. The flood water levels are described by the joint probability of two driving forces, river discharge and tidal water levels. The developed method is applied to determine design water levels for the tidal reach of the Han River. An unsteady flow model is used to simulate the flow in the reach. To determine design water levels associated with a certain flood event, first, possible boundary conditions are obtained by sampling starting times of tidal level time series; then for each tidal boundary condition, corresponding peak water levels along the channel are computed; and finally, design water levels are determined by computing the expectations of the peak water levels. Two types of tides which are composed by different constituents are assumed (one is composed by $M_2$, and the other one is composed by $M_2$ and $M_2$) at downstream boundary, and two flood events with different maximum flood discharges are considered in this study. It is found that (a) the computed design water levels with two assumed tides have no significant difference for a certain flood event, though variability of peak water levels due to the tidal effect is considerably different; (b) tidal effect can reach to the Jamsil submerged weir and the effect is obvious in the downstream reach of the Singok submerged weir; (c) in the tidally affected reach, the variability of peak water levels due to the tidal effect is greater if the maximum flood discharge is smaller.

• 한국컴퓨터그래픽스학회논문지
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• 제4권1호
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• pp.79-88
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• 1998

현재까지 불과 같은 유체를 렌더링하기 위한 많은 모델들이 개발되었다. 특히 메타볼은 단순성과 유동성의 특정으로 인해 눈이나 물과 같은 유체의 곡면을 모델링하기 위한 기법으로 많이 사용되어졌다. 본 논문은 중력장내에서 변형되는 물방울을 모델링하기 위한 새로운 방법을 제안한다. 이전의 연구에서 물방울은 단순한 메타볼에 의해 표현되었다. 물방울에 중력이 고려되지 않았기 때문에 렌더링 결과는 실제적인 물방울의 형태를 표현할 수 없었다. 우리는 기존의 메타볼에 실세계의 중력과 마찰력을 고려함으로서 평탄한 지면위에 놓여진 물방울의 형태를 생성하는 새로운 방법을 보여준다. 본 연구의 새로운 메타볼 모델은 이전의 메타볼이 가지는 스칼라 공간의 isosurface값을 중력을 고려한 벡터 공간으로 이동하여 얻어진다. 결과로서 광선 추적 기법과 물방울의 그림자 형성을 통해 실제적인 물방울의 형태를 렌더링한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.257-264
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• 2003

Tunnelling in water bearing soils influences the ground water regime. It has been indicated in the literature that the existence of ground water above a tunnel influences tunnel stability and the settlement profile. Only limited research, however, has been done on ground water movements around tunnels and their influence on tunnel performance. Time dependent soil behaviour can be caused by the changes of pore water pressure and/or the viscous properties of soil(creep) under the stress change resulting from the advance of the tunnel face. De Moor(1989) demonstrated that the time dependent deformations due to tunnelling are mainly the results of pore pressure dissipation and should be interpreted in terms of effective stress changes. Drainage into tunnels is governed by the permeability of the soil, the length of the drainage path and the hydraulic boundary conditions. The potential effect of lime dependent settlement in a shallow tunnel is likely to occur rapidly due to the short drainage path and possibly high coefficient of consolidation. Existing 2D modelling methods are not applicable to these tunnelling problems, as it is difficult to define empirical parameters. In this paper the time-based 2D modelling method is adopted to account for the three dimensional effect and time dependent behaviour during tunnel construction. The effect of coupling between the unloading procedure and consolidation during excavation is profoundly investigated with the method. It is pointed out that realistic modelling can be achieved by defining a proper permeability at the excavation boundary and prescribing appropriate time for excavation Some guidelines for the numerical modelling of drained and undrained excavation has been suggested using characteristic time factor. It is highlighted that certain range of the factor shows combined effect between the unloading procedure due to excavation and consolidation during construction.

• 설비공학논문집
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• 제26권5호
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• pp.224-230
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• 2014

The purpose of this paper is to investigate the performance of supplemental cooling and heating system equipped with the 1 kW thermoelectric module. The system consist of 96 thermoelectric modules, heat sink with louver fin and water cooling jacket which is attached on the hot side of the thermoelectric module. The cooling and heating performance test of the thermoelectric system is conducted with various conditions, such as intake voltage, air inlet temperature, air flow volume, water inlet temperature and water flow rate at calorimeter chamber in consideration of environmental conditions in realistic vehicle drive. The experimental results of a thermoelectric system shows that the cooling capacity and COP is 1.03 kW, and 1.0, and heating capacity and COP is 1.53 kW, and 1.5 respectively.

• 한국지반공학회논문집
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• 제21권9호
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• pp.53-64
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• 2005

지반설계에 있어 지반거동은 일반적으로 단순화된 선형탄성이나 완전소성으로 간주되어 적용되고 있으나, 비선형 응력-변형률 거동, 응력이력 및 함수비 등의 현장 지반조건 또한 정밀한 지반설계를 위해서는 적절히 반영되어야 한다. 본 연구에서는 삼축압축시험과 공진주시험을 포함한 일련의 실내시험을 통하여 실트함유량, 상대밀도, 응력상태등 다양한 지반조건과 과압밀비 및 함수비의 변화와 같은 현장 지반조건을 고려하여 사질토의 강도 및 강성도 특성을 분석하였다. 그 결과 최대전단강도 및 초기전단탄성계수에 대한 과압밀의 영향은 미소하게 나타났으나, 초기 미소변형률 이후부터 파괴까지의 비선형 탄성구간에서는 과압밀의 영향이 무시할 수 없는 영향인자임을 확인할 수 있었다. 함수비의 경우 구속압과 상대밀도가 낮은 경우 함수비가 증가함에 따라 초기전단탄성계수는 세립분 증가와 함께 감소하였으며, 구속압이 증가할수록 함수비의 영향은 감소하였다.

• 한국환경과학회지
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• 제11권1호
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• pp.25-32
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• 2002

In order to control of water quality in Jeju harbor, variation of physical oceanographic environments was estimated using material cycle model. It is composed of the three-dimensional hydrodynamic model for the simulation at water flow and material cycle model for the simulation of water quality. The three dimensional hydrodynamic model simulation of the circulation and mixing in Jeju Harbor has been conducted forced by Sanzi River Discharge, Tidal elevation, wind and Solar heat in case of August and November, 2000 and February and May, 2001, respectively. The results of numerical model and observation show that the model can produce realistic results of current in the harbor. The monthly variation of velocity pattern are not so much changed are found In Jeju Harbor. The residual current was forced by temperature, salinity, density, wind and tidal current. The residual current of August, 2000 are the strongest among four month. It can be explained that the density effect can be important role in residual current at Jeju Harbor. As the results of salinity distribution simulation, very low concentration of all levels were simulated in August, 2000. The flowrate of Sanzi river was investigated 77,760 ㎥ /d in August, 2000. Therefore, pollutant loadings from Sanzi river should be considered for water quality management in Jeiu harbor.

• KIEAE Journal
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• 제11권5호
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• pp.13-18
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• 2011

The overall aim of this study is to mitigate urban environmental problems. In particular, to reduce the effects of urban heat island phenomenon which is one of the urban planning perspective. This study focused on the analysis of the relationship between the urban heat island effect and the thermal and wind properties. To do this analysis, water space was virtually made at Yeol_Mae village Apt. Because it is very difficult to set up water space for the existing apartment complexes due to realistic constraints. This study, therefore has a strong sort of guidelines to create water space for newly formed city. It was based on the concept of virtual city through an in-depth analysis on reduction of urban heat island effects for the existing apartment along with creation of water space. To analysis site, Envi-Met Model developed by Michael Bruse was used. The results are as follows. The temperature went from 298.9K to 297.82K and The wind speed went from 1.42m/s to 1.43m/s. The results are slight in this study because creation of water space is planned to a small area of an apartment complex. But if the water space would be applied to a whole city, the mitigation effect of urban heat island would be bigger.