The radwaste repository consists of a multi-barrier, including natural and engineered barriers. The repository’s long-term safety is ensured by using the isolation and delay functions of the multi-barrier. Among them, natural barriers are difficult to artificially improve and have a long time scale. Therefore, in order to evaluate its performance, site characteristics should be investigated for a sufficient period using various analytical methods. Natural barriers are classified into lithological and structural characteristics and investigated. Structural factors such as fractures, faults, and joints are very important in a natural barrier because they can serve as a flow path for groundwater in performance evaluation. Considering the condition that the radioactive waste repository should be located in the deep part, the drill core is an important subject that can identify deep geological properties that could not be confirmed near the surface. However, in many previous studies, a unified method has not been used to define the boundaries of structural factors. Therefore, it is necessary to derive a method suitable for site characteristics by applying and comparing the boundary definition criteria of various structural factors to boreholes. This study utilized the 1,000 m deep AH-3 and DB-2 boreholes and the 500 m deep AH-1 and YS- 1 boreholes drilled around the KURT (KAERI Underground Research Tunnel) site. Methods applied to define the brittle structure boundary include comparing background levels of fracture and fracture density, excluding sections outside the zone of influence of deformation, and confining the zone to areas of concentrated deformation. All of these methods are analyzed along scanlines from the brittle structure. Deriving a site-specific method will contribute to reducing the uncertainties that may arise when analyzing the long-term evolution of brittle structures within natural barriers.

Considering the non-linear behavior of structure and soil when evaluating a nuclear power plant's seismic safety under a beyond-design basis earthquake is essential. In order to obtain the nonlinear response of a nuclear power plant structure, a time-domain SSI analysis method that considers the nonlinearity of soil and structure and the nonlinear Soil-Structure Interaction (SSI) effect is necessary. The Boundary Reaction Method (BRM) is a time-domain SSI analysis method. The BRM can be applied effectively with a Perfectly Matched Layer (PML), which is an effective energy absorbing boundary condition. The BRM has a characteristic that the magnitude of the response in far-field soil increases as the boundary interface of the effective seismic load moves outward. In addition, the PML has poor absorption performance of low-frequency waves. For this reason, the accuracy of the low-frequency response may be degraded when analyzing the combination of the BRM and the PML. In this study, the accuracy of the analysis response was improved by adjusting the PML input parameters to improve this problem. The accuracy of the response was evaluated by using the analysis response using KIESSI-3D, a frequency domain SSI analysis program, as a reference solution. As a result of the analysis applying the optimal PML parameter, the average error rate of the acceleration response spectrum for 9 degrees of freedom of the structure was 3.40%, which was highly similar to the reference result. In addition, time-domain nonlinear SSI analysis was performed with the soil's nonlinearity to show this study's applicability. As a result of nonlinear SSI analysis, plastic deformation was concentrated in the soil around the foundation. The analysis results found that the analysis method combining BRM and PML can be effectively applied to the seismic response analysis of nuclear power plant structures.

경계성(界性)이란 인류가 객관세계 사물의 경계(Boundary)를 인식하는 한 방식으로 유경계성(有界, boundary)과 무경계성(無界,unboundary)으로 분리된다. 인지적 경험에 근거하여 사물에 대한 ‘경계 설정’이 가능하면 그 사물은 유경계성을 띠고, 이 ‘경계 설정’이 불가능하다면 그 사물은 무경계성을 띤다. 인지언어학자들은 경계성 이론을 언어현상에 응용하여 설명하기 시작하였는데 본 연구는 이러한 언어현상의 경계성 이론에 입각하여 중국어 사동문법의 인지적 분석에 응용해 보았다. 특별히 현재 상용되고 있는 다양한 중국어 사동형태 가운데 그 형식상 동일한 유형의 사동구조로 취급되고 있는 ‘NP1+VP+NP2’ 구조와 ‘NP1+VP(‘V1V2’) +NP2’ 즉, 결과보어 사동구조에 착안하여 구조상 존재하는 문법적 차이를 근거로 ‘VP’와 ‘V1V2’가 술어로서 한정짓게 되는 경계성의 차이를 탐구하였다. 아울러 NP2와 了의 수반으로 인해 경계화 짓는 특성 및 자질이 어떻게 나타나는지 인지적 분석으로 접근하였다.

In this study, we propose a new scheme of nonlinear analysis for Incheon International Airport Terminal-2 which was opened on January of 2018 for the Olympic Winter Games of PyeongChang in South Korea. The terminal was built by a single layered irregular space frame. It has hard problems for nonlinear analysis geometrically, because of a limitation of personal computer's ability by the number of rigid joints in the roof. Therefore we attempt easier approach to be chosen a center part of the roof instead of the whole structure, and to substitute the other boundary parts as springs. The scheme shows some merits for saving memory and calculation time and so on.

This paper presents a detailed procedure for a nonlinear soil-structure interaction of a seismically isolated NPP(Nuclear Power Plant) structure using the boundary reaction method (BRM). The BRM offers a two-step method as follows: (1) the calculation of boundary reaction forces in the frequency domain on an interface of linear and nonlinear regions, (2) solving the wave radiation problem subjected to the boundary reaction forces in the time domain. For the purpose of calculating the boundary reaction forces at the base of the isolator, the KIESSI-3D program is employed in this study to solve soil-foundation interaction problem subjected to vertically incident seismic waves. Wave radiation analysis is also employed, in which the nonlinear structure and the linear soil region are modeled by finite elements and energy absorbing elements on the outer model boundary using a general purpose nonlinear FE program. In this study, the MIDAS/Civil program is employed for modeling the wave radiation problem. In order to absorb the outgoing elastic waves to the unbounded soil region, spring and viscous-damper elements are used at the outer FE boundary. The BRM technique utilizing KIESSI-3D and MIDAS/Civil programs is verified using a linear soil-structure analysis problem. Finally the method is applied to nonlinear seismic analysis of a base-isolated NPP structure. The results show that BRM can effectively be applied to nonlinear soil-structure interaction problems.

난류 경계층 유동과 물체주위의 상관유동 및 그 물체 주위에서의 부압 생성과 관련, 그 유동특성에 대한 이해를 높이기 위하여 두꺼운 난류 경계층 내에 놓인 큐브물체 주위의 박리유동에 대해 연구를 수행하였다. 2차원의 PIV와 열선유속계를 이용하여 풍동 내에서 두꺼운 경계층을 생성시키는 실험이 수행되었다. 실험은 큐브의 높이 h에서 측정된 유속 U에 근거한 레이놀즈 수 18,600에서부터 349,000 의 범위에서 수행되었으며, 이 레이놀즈 수의 범위는 평균유동이 레이놀즈 수와 관계없이 충분히 크다고 판단된다. 본 연구에서 큐브의 선단주위와 상부에서의 유동장 측정결과들을 제시할 것이다. 연구결론으로 레이놀즈 효과는 평균표면압력이라든지 표면근처의 평균유속과 같은 평균유동특성에 별 영향을 미치지 않았지만, 섭동장은 큰 영향을 나타내고 있었다.

WC-Co와 WC-Co 초경합금중 WC/WC 입계의 구조와 입계 편석상태를 알아볼 목적으로 HRTEM과 EDS를 이용하여 연구하였다. 일부의 입계들은 액상에 의하여 분리된 상태로 관찰되었으나, 상당수는 원자적 상태의 연소계면이었다. 또 연속계면 중 WC-Co 합금에서는 Co 상이 편석되어 있었으며, WC-VC-Co 합금에서는 Co와 V이 동시에 편석되어 있음을 알 수 있었다. 그 편석의 폭은 약6nm이었다. 연속 계면 중 V의 편석은 소결 또는 열처리 시에 일어나는 입계 이동을 억제하는 데 효과적인 역할을 할 것으로 여겨졌다. 동시에 이것은 WC-Co 초경합금에서 VC 첨가에 의한 입성상 억제기구를 설명할 수 있는 것으로 사료되었다.

이 논문에서는 경계요소법을 사용하여 서로 다른 탄성체들이 무한하게 적층된 복합구조체의 자유경계면에서 발생하는 특이 응력을 조사하였다. 종속영역법을 도입하여, 해석모델을 독립된 탄성영역들로 나누었고, 해석모델의 공유경계면에 변위연속조건과 표면력 평형조건을 적용하여 경계요소공식을 유도하였다. 예제의 문제에 대한 수치해석 결과를 제시하였다.

이 논문에서는 시간영역 경계요소법을 사용하여 탄성-점탄성 복합구조체의 변위와 응력을 구하는 과정을 다루고 있다. 종속영역법을 도입하여, 구조물을 탄성영역과 점탄성영역으로 나누었다. 구조물의 공유경계면에 변위연속조건과 표면력 평형조건을 적용하여, 경계요소공식을 유도하였다. 예제의 문제에 대한 수치해석 결과를 제시하였다.

Traditional methods for concrete structure demolition is not adequate specially for urban areas and historical places due to hazard of explosive and noise. Therefore, Soundless Chemical Demolition Agents (SCDA) is useful in urban area and historical places. In this study, a analysis for SCDA is performed depending on boundary conditions.

In genneral, Businger expression is used for determining a turbulance diffusion coefficient. In this study, it is applied to the surface elements of cities such as Asphalt, Ground, Grass, Pond. We set up 5 m-height bar and measured the dry temperature and wet temperature at the height of 0.13, 0.27, 0.5, 1.0, 3.0, 5.0 m. In addition we measured the wind gradient and wind velocity at the height 3 m, solar radiation continuously for 48 hours on the surface. Compared the measured data to Businger expression, the result showed that Businger expression can be well applied to the complex surface of the city.