• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회(1)
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• pp.136-137
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• 2005

• ETRI Journal
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• 제5권3호
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• pp.9-15
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• 1983

본 연구에서는 MIL-HDBK-2l7D의 Part stress 해석방법을 이용하여 부품의 고장률을 계산하였다. 이 방법은 운용시 주위환경, 주위온도에 의한 stress등 많은 양의 자세한 정보가필요하다. 본고에서는 part stress 방법을 적용한 컴퓨터 프로그램을 개발하여 부품의 고장률 계산에 이용하였다. Fortran V로 쓰여진 이 프로그램은 다음의 4개 부분으로 구성되었고 그 기능및구조를 제시하였다. (1) Raw data file (2) 부품별 연산 프로그램 (3) 신뢰도 modelling (직렬구조) (4) New data file

• 터널과지하공간
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• 제22권6호
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• pp.412-428
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• 2012

본 연구에서는 재개광을 계획하고 있는 (구)양양철광의 수갱광체를 연구대상으로 설정하고 이를 재개광하기 위한 운반시스템의 구축을 목적으로 광체 및 광체 주변의 지질구조와 구갱도 현황 및 신갱도 개설 계획을 3차원으로 모델링 하였다. 연구에 사용된 software는 GEMCOM사(社)의 GEMS로써 3차원의 매장량평가, 개발타당성 평가, 운영 관리용 프로그램이다. 2차원 지형도와 지표 지질도를 자료로 하여 지표 지형 및 지질을 3차원으로 모델링 하였으며 (구)양양철광 개발 당시 작성된 지질 단면도와 시추자료를 토대로 연구대상지역의 지질 구조 및 광체를 3차원적으로 생성하였다. 수갱광체는 충전된 채굴적, 공동, 잔광으로 구분하여 모델링하고 잔광부의 품위에 대한 시추 정보로부터 지구통계학적 기법을 적용하여 품위별 매장량 평가 결과를 얻을 수 있었다. 또한 기존 2차원 구갱도 개설 현황 자료를 이용하여 구갱도에 대한 3차원 모델링을 수행하였고, 무궤도 운반 시스템의 적용을 고려하여 신갱도의 크기와 배치를 3차원으로 설계하였다. 완성된 광체 및 운반 시스템의 3차원 모델을 이용하여 지하선광장의 위치를 선정하였다. 마지막으로 채취한 시료의 암석 물성값들을 기초로 광체 주위에 부존하는 물성을 암종별로 입력하고 지구통계학적 기법을 통해 미조사 부분에 대한 암석물성을 추정할 수 있는 3차원 공학적 모델링을 수행하였다. 이러한 과정을 통하여 얻어진 재개광 광산의 3차원 모델은 매장량 평가 및 개발계획 수립, 추가 탐사 지역의 선정이나 개발 계획의 변경 등의 문제들을 해결하고 체계적이고도 지속적인 광산 개발 기술 확립에 기여할 수 있을 것이다.

• Spatial Information Research
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• 제12권2호
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• pp.137-149
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• 2004

지금까지 3차원 지리 공간 구성을 위해서는 2D 지리 데이터로부터 수작업으로 건물의 프레임을 만들고 단면 영상을 붙여서 건물을 모델링하였다. 본 논문에서는 지도 데이터의 표준으로 사용되고 있는 수치지도와 임의의 위치에서 입력된 건물의 영상을 이용하여 3D 지리공간을 자동으로 구성하는 지리 모델링 시스템을 제안한다. 먼저 OpenGL을 이용하여 가상공간에 지형을 TIN과 DEM 방법으로 형상화한다. 건물을 모델링하기 위해 임의의 위치에서 카메라로 입력한 건물 영상으로부터 건물의 단면 영상을 추출하고, 검출된 수직선으로부터 카메라의 위치를 자동으로 추정하고, 건물의 높이를 계산하고, 얻어진 단면영상과 texture 맵핑을 하여 실제 공간에 가까운 3D 지리공간을 자동적으로 구성한다. 제안한 방법을 실제 지역에 적용하여 제안한 지리 모델링 시스템의 효율성을 보인다.

• 국제초고층학회논문집
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• 제7권4호
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• pp.343-362
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• 2018

A simplified spring connection modelling approach for steel flush endplate beam-to-column connections in fire has been developed to enable realistic behaviour of connections to be incorporated into full-scale frame analyses at elevated temperature. Due to its simplicity and reliability, the proposed approach permits full-scale high-temperature frame analysis to be conducted without high computational cost. The proposed simplified spring connection modelling approach has been used to investigate the influence of connection ductility (both axial and rotational) on frame behaviour in fire. 2D steel and 3D composite frames with a range of beam spans were modelled to aid the understanding of the differences in frame response in fire where the beam-to-column connections have different axial and rotational ductility assumptions. The modelling results highlight that adopting the conventional rigid or pinned connection assumptions does not permit the axial forces acting on the connections to be accurately predicted, since the axial ductility of the connection is completely neglected when the rotational ductility is either fully restrained or free. By accounting for realistic axial and rotational ductilities of beam-to-column connections, the frame response in fire can be predicted more accurately, which is advantageous in performance-based structural fire engineering design.

• 통합자연과학논문집
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• 제16권1호
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• pp.39-45
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• 2023

P2X receptors are ATP-activated ion channels in the plasma membrane. P2X receptors have a role in a diverse range of disorders, making them a valuable therapeutic target. Hence, the present investigation employed homology modelling of the P2X receptor based on the crystal structure of 5SVJ, 6AH4, 5YVE and 5SVL. Twenty models, using both single- and multiple template-based methods, were developed, and the best model was chosen based on the validation result. We observed that a strategy based on multiple templates provided greater accuracy. Future studies involving binding site and docking analysis can make use of the produced structures.

• Journal of the Korean Society for Industrial and Applied Mathematics
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• 제20권3호
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• pp.175-202
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• 2016

Ultrasound imaging is a widely used tool for visualizing human body's internal organs and quantifying clinical parameters. Due to its advantages such as safety, non-invasiveness, portability, low cost and real-time 2D/3D imaging, diagnostic ultrasound industry has steadily grown. Since the technology advancements such as digital beam-forming, Doppler ultrasound, real-time 3D imaging and automated diagnosis techniques, there are still a lot of demands for image quality improvement, faster and accurate imaging, 3D color Doppler imaging and advanced functional imaging modes. In order to satisfy those demands, mathematics should be used properly and effectively in ultrasound imaging. Mathematics has been used commonly as mathematical modelling, numerical solutions and visualization, combined with science and engineering. In this article, we describe a brief history of ultrasound imaging, its basic principle, its applications in obstetrics/gynecology, cardiology and radiology, domestic-industrial products, contributions of mathematics and challenging issues in ultrasound imaging.

• 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.

• Steel and Composite Structures
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• 제12권3호
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• pp.249-260
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• 2012

In this study, stress and deflection behaviours of T-type welding joint applied to HE200M steel beam and column were investigated in finite element method (FEM) under different distributed loads. In the 3D-FEM modelling, glue option was used to contact between steel materials and weld nuggets. Geometrical model was designed as 3-dimensional solid in ANSYS software program. After that, homogeneous, linear and isotropic properties were used to design to materials of model. Solid-92 having 3-dimensional, 4 faced and 10-noded was selected as element type. In consequence of mesh operation, elements of 13285 and nodes of 28086 were occurred. Load distribution was applied to top surface of steel beam to determine behaviours of stress and deflection. As a result of FEM analysis applied with the loads of 55,000 N, 110,000 N and 220,000 N, maximum values were obtained as 116 N/$mm^2$, 232 N/$mm^2$ and 465 N/$mm^2$ for stress and obtainedas 1,083 mm, 2,166 mm and 4.332 mm for deflection, respectively. When modelling results and classical calculation values were compared, it was obtained difference of 10 % for stress values and 2.5% for deflection values.

• Earthquakes and Structures
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• 제12권3호
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• pp.359-374
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• 2017

The seismic events in Northern Italy, May 2012, have revealed the seismic vulnerability of typical Italian precast industrial buildings. The aim of this paper is to present a seismic fragility model for Italian RC precast buildings, to be used in earthquake loss estimation and seismic risk assessment by comparing two building typologies and three different codes: D.M. 3-03-1975, D.M. 16-01-1996 and current Italian building code that has been released in 2008. Based on geometric characteristics and design procedure applied, ten different building classes were identified. A Monte Carlo simulation was performed for each building class in order to generate the building stock used for the development of fragility curves trough analytical method. The probabilistic distributions of geometry were mainly obtained from data collected from 650 field surveys, while the material properties were deduced from the code in place at the time of construction or from expert opinion. The structures were modelled in 2D frameworks; since the past seismic events have identified the beam-column connection as the weakest element of precast buildings, two different modelling solutions were adopted to develop fragility curves: a simple model with post processing required to detect connection collapse and an innovative modelling solution able to reproduce the real behaviour of the connection during the analysis. Fragility curves were derived using both nonlinear static and dynamic analysis.