• Journal of the Institute of Electronics Engineers of Korea CI
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• v.47 no.3
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• pp.51-58
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• 2010

Since Augmented Reality (AR) enables users to experience computer-generated content embedded in real environments, AR agents can be visualized among physical objects in the environments where the users exist, and directly interact with them in real-time. We model perceptual attention for autonomous agents in AR environments where virtual and physical objects coexist. Since such AR agents must adaptively perceive and attend to surrounded objects relevant to their goals, our model allows the agents to determine currently visible objects from the description of what virtual and physical objects are configured in the camera's viewing area. A degree of attention is assigned to each perceived object based on its relevance to achieve agents' goals. The agents can focus on a reduced set of perceived objects with respect to the estimated degree of attention. To demonstrate the effectiveness of our approach, we implemented an animated character that was overlaid over a miniature version of campus and that attended to buildings relevant to their goals. Experiments showed that our model could reduce the character's perceptual loads even when surroundings change.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.537-540
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• 2010

본 논문에서는 보의 주철근을 대상으로 건물정보모델링(BIM, Building Information Modeling)통합 설계 시스템 상에서 배근 설계 및 철근 형상화 알고리즘을 구축하여 자동배근 시스템(ARPM, Automatic Reinforcement Placing Module)을 개발하는데 목적이 있다. 구조분야에서의 BIM 프로세스는 정보호환체계를 구축하는 과정에 있으며, 철골 구조 프로세스의 경우 표준 호환 포맷을 이용하여 원활한 정보 호환 체계를 유지하고 있다. 하지만, 철근 콘크리트의 BIM 통합 설계 시스템은 철근 배근정보의 생성과 호환이 원활하지 않아 표준 정보 호환 체계가 구축되지 않은 실정이다. 기존 2차원 기반 프로세스에서는 철근 배근 설계에 있어 표준화된 기준에 따른 배근이 아닌 관행이나 일률적인 배근 지침에 따라 배근 상세를 정하고 있고, 2차원 배근 설계 결과만 제시하고 있어 상호 호환 가능한 철근 배근 정보데이터가 생성되지 않는다. 철근 콘크리트 구조에서의 철근 배근 정보를 생성하고 BIM 통합 구조 설계시스템에서의 정보 호환성을 확보하기 위해, 보의 주철근을 대상으로 구조 해석 데이터베이스와 통합 설계 플랫폼 간의 호환 시스템을 생성하고, 콘크리트학회 콘크리트 구조설계기준에 따른 배근 설계 및 철근 형상화 알고리즘을 구축하여 자동배근시스템(ARPM)을 개발하는데 목적이 있다.

• Proceedings of the Korea Information Processing Society Conference
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• 2001.10a
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• pp.81-84
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• 2001

3 차원 GIS 소프트웨어를 개발하기 위한 기술로는 공간데이터처리 및 공간분석기술, 컴퓨터그래픽스 및 가상현실 기술에 이르기까지 다양한 연구가 요구된다. 지리정보 가시화(Visualization)에 관한 연구는 여러 GIS 응용분야에서 주요한 부분이 된다. 현재 2 차원 기 구축된 데이터를 이용하여 3차원으로 가시화 및 분석을 수행할 수 있다는 것은 데이터와 소프트웨어 재사용 및 비용측면에서 중요한 의미를 가진다. 본 논문에서는 2차원 데이터와 최소한의 3차원 부가정보(빌딩높이, 도로폭등)를 이용하여 규칙기반 모델링(Rule-Based Modeling)을 통해 3 차원으로 모델링 해 낼 수 있는 3 차원 장면 모델러 컴포넌트 설계 방법을 제안한다. 시설물의 다양한 상세도 제어가 가능한 LOD(level-of detail) 모델러와 3 차원 장면을 효율적으로 관리하기 위한 장면 그래프(scene graph) 컴포넌트 설계 기술을 소개한다. 장면 모델러 컴포넌트 분석을 위해 처리하는 입력 데이터, 수작업 3 차원 모델링 여부, 소프트웨어 재사용성, 상호운용성, 구축 비용 등을 기준으로 분석하였다.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.24 no.2
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• pp.304-310
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• 2020

The technology in 3D modelling have advanced not only maps, heritages, constructions but also trees modelling. By laser scanning(Faro s350) and photogrammetry software(Pix4d) for 3D modelling, this study compared with real coniferous tree and both technology's results about characteristics of shape, texture, and dimensions. As a result, both technologies all showed high reproducibility. The scanning technique showed very good results in the reproduction about bark and leaves. Comparing the detailed dimensions on it, the error between the actual tree and modelling with scanning was 1.7~2.2%, and the scanning result was larger than the actual tree. The error between the actual tree and photogrammetry was only 0.2~0.5%, which was larger than the actual tree. On the other hand, the dark areas's modelling was not fully processed. This study is meaningful as a basic research that can be used for tree DB on BIM for the landscape architecture, landscape design and analysis with AR technology, historical tree and heritage also.

• Journal of the Korea Society of Computer and Information
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• v.24 no.10
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• pp.11-23
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• 2019

This paper designs and proposes a file conversion process to IFC file, the international standard file format for BIM, in order to ensure mutual compatability and manageability among users of commercial BIM modeling and design softwares in the civil engineering area. The proposed process insert additional properties consisting of the properties of quantity calculation codes and properties of CBS/OBS/WBS standard classification scheme, to the three dimensional object shape information of the converted IFC files, using add-in converters for commercial BIM modeling softwares. In addition, a process of integrated use of IFC files for open web-based quantity, process(4D), and construction cost(5D) management is additionally designed and implemented. Based on these works, the ultimate goal of this study is to propose a novel process for integrated use of open web-based quantity, process(4D), and construction cost(5D), from the design stage of BIM modeling to the final construction stage in the civil engineering area.

• Journal of KIBIM
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• v.13 no.3
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• pp.1-11
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• 2023

In order to use BIM as a tool for improving the productivity and quality of products in the construction industry, a BIM model must be created from the design stage first. Infrastructure structures such as bridges and tunnels are mainly created based on three-dimensional alignment in the generation of BIM models. Especially, generation of BIM models based on three-dimensional linearity has high task difficulty and algorithms for automating BIM modeling for railway infra structures have been suggested in previous studies. This study improved the BIM modeling automation algorithm of railway infrastructures and developed a system based on the algorithm so that it can be easily used by ordinary users. The system was built as an add-in system of Autodesk's Revit. As an improvement first, it is possible to arrange different libraries for each pattern, enabling various uses. In addition, it can be created models of several members with a single process and the system can automatically places structures that are added periodically, such as Rock Bolt and Fore Polling. Finally, 3D length information and volume for each pattern are automatically calculated for more accurate 3D-based volume calculation. This study contributes to increasing user accessibility by building a BIM modeling automation algorithm into a system. The system is expected to improve the efficiency of BIM modeling creation of linear-based infra structures, including railway infrastructure.

• Journal of KIBIM
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• v.6 no.1
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• pp.18-24
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• 2016

While the advantages of BIM stem in the automatic and efficient assembling amongst the given, single semantic-embedded objects, it is still unknown the efficiency of BIM for developing the form that has more than one functions. To investigate the research question, in an authentic design course, the participants (N=38) assessed the efficiency of BIM when they designed a shop with the single semantic-embedded objects and multi-semantic objects. Independent T-tests reveal that in BIM, the use of the single semantic-embedded objects is statistically more efficient than that of multi-semantic objects (p<0.01). As the reason, in interviews, the participants reported that they had to split down the planned multi-meanings and assign only one meaning to one form in order to utilize the automatic assembling of BIM. Thus, they spent much effort and time for re-coordinating the match between the forms and multi-semantics. The findings of this study highlight the further directions of BIM in order to suit for the empirical practices of architects.

• Journal of KIBIM
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• v.8 no.1
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• pp.56-62
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• 2018

There exists no precedented case of quantity take-off, using parametric modeling, from BIM-based irregular structures. Civil 3D provides earthwork quantity take-off based on surface modeling. Generally, designers should enter data into the specification additionally after extracting quantity estimation from earthwork modeling design. The objective of this report is to suggest the method from quantity take-off to specification of BIM-based earthwork quantities. We intend to investigate earthwork take-off method by Civil3D and explain why parametric information extraction is required for quantity estimation and specification and how information of earthwork quantity based on solid and surface modeling is connected to open quantity take-off module. It is highly expected that this suggestion would be the practical methodology of earthwork quantity take-off and specification in the field of civil engineering.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.383-386
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• 2011

본 논문에서는 철근콘크리트 구조물의 프레임부재 철근을 대상으로 배근 설계 및 철근 형상화 알고리즘을 구축하여 자동배근을 생성하는데 목적이 있다. 철근 콘크리트의 BIM 통합 설계 시스템은 철근 배근정보의 생성과 호환이 원활하지 않아 표준 정보 호환 체계가 구축되지 않은 실정이다. 기존 2차원 기반 프로세스에서는 철근 배근 설계에 있어 표준화된 기준에 따른 배근이 아닌 관행이나 일률적인 배근 지침에 따라 배근 상세를 정하고 있고, 2차원 배근 설계 결과만 제시하고 있어 상호 호환 가능한 철근 배근 정보데이터가 생성되지 않는다. 철근 콘크리트 구조에서의 철근 배근 정보를 생성하고 BIM 통합 구조 설계시스템에서의 정보 호환성을 확보하기 위해, 프레임부재 철근을 대상으로 구조 해석 데이터베이스와 통합 설계 플랫폼 간의 호환 시스템을 생성하고, 콘크리트학회 콘크리트 구조설계기준에 따른 배근 설계 및 철근 형상화 알고리즘을 구축하여 자동배근시스템(Integrated Reinforcement for Frame Members, 이하 IRFM)을 개발하는데 목적이 있다.

• Journal of KIBIM
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• v.3 no.1
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• pp.11-20
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• 2013

Mix-used development in urban renewal project is done to effectively utilize the limited downtown. Generally unlike a single project, It features placing a large number of different facilities(residential, commercial, business, cultural, etc.) which is each other organically linked. The purpose of this study is to suggest the method of modeling guide for 3D preliminary cost estimation considering visual and intuitive judgement of space in mix-used development Urban Renewal project. In this research, introducing SME(Standard Module and Element) breakdown structure, FID(Finish Identity) for estimating building space unit-based quantity take off was implemented. It could narrow the discrepancy of opinion between the stakeholders with more accurate cost-estimates, comparing to the traditional methods.