• 지구물리와물리탐사
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• 제5권2호
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• pp.71-77
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• 2002

본 연구에서는 3차원 탄성파 자료를 데이터베이스화하고 이를 3차원적으로 분석하는데 필요한 도구인 모델링 및 시각화 소프트웨어를 개발하였다. 본 소프트웨어는 3차원 공간을 수직 및 수평 폴리곤으로 분할하고 이 폴리곤에 탄성파의 모든 속성정보와 기타 공간정보를 저장하도록 하였다. 탄성파 해석과정과 그 결과의 분석을 용이하게 하기 위하여 임의단면에서 특이 패턴의 반자동 디지타이징과 그 결과의 DB화를 가능하게 하였다. 정의된 패턴은 3차원으로 모델링하고 시각화할 수 있다.

• Geomechanics and Engineering
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• 제34권1호
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• pp.29-41
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• 2023

The 3D geospatial modeling of geotechnical information can aid in understanding the geotechnical characteristic values of the continuous subsurface at construction sites. In this study, a geostatistical optimization model for the three-dimensional (3D) mapping of subsurface stratification and the SPT-N value based on a trial-and-error rule was developed and applied to a dam emergency spillway site in South Korea. Geospatial database development for a geotechnical investigation, reconstitution of the target grid volume, and detection of outliers in the borehole dataset were implemented prior to the 3D modeling. For the site-specific subsurface stratification of the engineering geo-layer, we developed an integration method for the borehole and geophysical survey datasets based on the geostatistical optimization procedure of ordinary kriging and sequential Gaussian simulation (SGS) by comparing their cross-validation-based prediction residuals. We also developed an optimization technique based on SGS for estimating the 3D geometry of the SPT-N value. This method involves quantitatively testing the reliability of SGS and selecting the realizations with a high estimation accuracy. Boring tests were performed for validation, and the proposed method yielded more accurate prediction results and reproduced the spatial distribution of geotechnical information more effectively than the conventional geostatistical approach.

• 지구물리와물리탐사
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• 제17권3호
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• pp.163-170
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• 2014

전자탐사 자료로부터 지하구조를 정확하게 해석하기 위해서는 적절한 모델링 기술이 필요하다. 본보에서는 주파수영역 전자탐사 3차원 모델링에 유한차분법이나 유한요소법을 이용할 경우 필요한 기초 사항에 대해 소개한다. 인공송신원에서 특이성을 피하기 위해 지배방정식을 전기장의 2차장으로 정식화하고 그 결과 유도되는 연립방정식을 풀기 위한 반복해법과 직접해법에 대해 설명한다. 그리고 반복해법에 발산보정을 도입하면 그 수렴성을 대폭 향상시킬 수 있으며, 이는 유한차분법에서 지형효과를 모델링할 때 특히 유용하다. 마지막으로 여기서 소개한 유한차분법을 이용한 3차원 모델링 알고리듬을 항공전자탐사에 적용한 예를 보여준다.

• Journal of information and communication convergence engineering
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• 제10권4호
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• pp.411-419
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• 2012

This paper proposes a semi-automatic image-based approach for 3-dimensional (3D) modeling of buildings along streets. Image-based urban 3D modeling techniques are typically based on the use of aerial and ground-level images. The aerial image of the relevant area is extracted from publically available sources in Google Maps by stitching together different patches of the map. Panoramic images are common for ground-level recording because they have advantages for 3D modeling. A panoramic video recorder is used in the proposed approach for recording sequences of ground-level spherical panoramic images. The proposed approach has two advantages. First, detected camera trajectories are more accurate and stable (compared to methods using multi-view planar images only) due to the use of spherical panoramic images. Second, we extract the texture of a facade of a building from a single panoramic image. Thus, there is no need to deal with color blending problems that typically occur when using overlapping textures.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 추계학술대회
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• pp.102-107
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• 2004

In general, major components of nuclear power plant have been evaluated based on 2-dimensional design codes conservatively. However, more exact assessment is necessary for continued operation beyond the design life. In this paper, 3-dimensional stress and fatigue analyses reflecting full geometry and monitored operating condition of reactor pressure vessel have been carried out. The analyses results showed that conservatism of current 2-dimensional evaluation based on design transient. Therefore, it is anticipated that the schemes developed from this research such as 3-dimensional finite element modeling, stress analysis and fatigue analysis related techniques can be utilized as fundamental tools for exact lifetime evaluation and license renewal of major nuclear components.

• 대한토목학회논문집
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• 제36권2호
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• pp.277-283
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• 2016

최근 국내외에서 3차원 설계 및 건설정보모델링(BIM, Building Information Modeling)에 대한 관심이 증가하고 토목 구조물의 3차원 설계와 물량 산출 방법에 대한 연구가 진행되고 있다. 그러나 도로나 철도의 교량 및 터널과 같은 구조물 중심의 설계 및 물량 산출에 대한 연구는 많이 진행되고 있지만 토공이 중심인 공정에 대한 물량 산출 방안 및 그 결과에 대한 연구는 부족한 실정이다. 따라서 본 연구에서는 원 지표면과 최종 토공면을 불규칙한 경우와 일정한 경사를 가진 경우로 구분하여, 3차원 설계를 진행하였다. 3차원 설계 및 물량 산출 결과 2차원 설계에서 적용되는 양단면 평균법에 대하여 복합토량법이 최대 5%정도 오차가 발생하는 것으로 나타나 3차원 설계에 대한 물량 산출방법 적용시 주의가 필요하며, 산출 결과와 함께 산출 방법도 같이 명기되어야 할 필요가 있는 것으로 나타났다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제15권1호
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• pp.74-89
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• 2021

For higher-level requirements of urban planning and management and the recent development of "digital earth" and "digital city", it is urgent to establish protocols for the construction of three-dimensional digital city models. However, some problems still exist in the digital technology of the three-dimensional city model, such as insufficient precision of the three-dimensional model, not optimizing the scene and not considering the constraints of building codes. In view of those points, a method to interactively simulate a virtual city scene based on building codes is proposed in this paper. Firstly, some constraint functions are set up to restrict the models to adhere to the building codes, and an improved directional bounding box technique is utilized to solve the problem that geometric objects may intersect in a virtual city scene. The three-dimensional model invocation strategy is designed to convert two-dimensional layouts to a three-dimensional urban scene. A Leap Motion hardware device is used to interactively place the 3D models in a virtual scene. Finally, the design and construction of the three-dimensional scene are completed by using Unity3D. The experiment shows that this method can simulate urban virtual scenes that strictly adhere to building codes in a virtual scene of the city environment, but also provide information and decision-making functions for urban planning and management.

• 한국BIM학회 논문집
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• 제12권3호
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• pp.18-29
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• 2022

Recently, research on the application of BIM has continuously been active not only in architecture but also in civil engineering in order to improve work efficiency across the project's planning, design, construction and maintenance phases. However, the empirical applications of BIM targeting to civil engineering scope of construction sites still lags compared to architectural sized projects. This is because BIM tools are mainly based upon vertical structures of architecture, thereby most of them have difficulties and limitations to get utilized on horizontal structures of civil engineering. Therefore, this study intends to propose automation technology of design using BIM library and to indicate its field availability through case application on a railway project representing linear infrastructure. In addition, it put forward the utilization plan of the automation technology upto 4D and 5D by continue making use of the BIM model created in the project's design stage up through the maintenance stage. The novel method of the technology proposed in this paper incorporates the automatic creation of the BIM library based on two-dimensional tunnel cross-sections and sweeping of it over three-dimensional alignment to create a BIM model of linear infrastructure. The proposed technology is anticipated to improve the efficiecny of modeling process of railway projects based on linear structures.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2006년도 춘계학술발표회 논문집
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• pp.217-222
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• 2006

In this study, we performed three dimensional(3-D) modeling and simulation of terrain surfaces by using large scale aerial photographs. The objectives of this study are to use landscape analysis including 3-D database of built environments. The test area is selected around Olympic stadium located in Susung-gu, Daegu. A 1:5,000 scale of ortho-photo map is generated by photogrammetric procedures from 1:20,000 scale of aerial photographs, Digital Elevation Model (DEM) is also extracted from stereo aerial photographs or digital maps. The heights of buildings are determined using GPS control survey and aerial photographs in the test area, DEMs are extracted from the digital map. And then the two are combined three-dimensional changes of landscape views of buildings with terrain are simulated.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2017년도 제48회 춘계학술대회논문집
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• pp.416-417
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• 2017

본 연구에서는 PMD 내부 유동 해석을 위한 3차원 착화기 모델링 및 전산 해석을 수행하였다. Lumped parameter method를 이용하여 착화기 모델링을 진행하였고, 이를 상용 프로그램과 연동하여 전산 해석을 수행하였다. 전산 해석의 결과는 CBT 및 PMD 실험 결과값과 비교하였다.