• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2006년도 정기 학술대회 논문집
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• pp.192-199
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• 2006

BIM is a collaborative. model-based way to work. Structural BIM is one of the key elements in the building process where the majority of structural information is created. Open BIM interfaces make it possible for all design information to be produced and managed within a single 3D product model. To make structural BIM a reality between owners, general contractors, architects and engineers. the software used need to be open in their communication. We used to Tekla Structures to provide an open environment through standard interfaces and Tekla Open API collaboration. We have developed MCP(machine cutting plan) and PIM(product information management)to provide cutting plan and drawing and manage to B.O.M, Materials, Production, Shipping and Project.

• Geomechanics and Engineering
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• 제29권3호
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• pp.269-279
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• 2022

In this research, a series of dynamic numerical analysis were carried out for deep underground building structures under the various earthquake conditions. Dynamic numerical analysis model was developed based on the PLAXIS2D and calibrated with centrifuge test data from Kim et al. (2016). The hardening soil model with small strain stiffness (HSSMALL) was adopted for soil constitutive model, and interface elements was employed at the interface between plate and soil elements to simulate dynamic interaction effect. In addition, parametric study was performed for fixed condition and embedded depth. Finally, the dynamic behavior of underground building structure was thoroughly analyzed and evaluated.

• 한국BIM학회 논문집
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• 제3권4호
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• pp.11-18
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• 2013

Modular technology has become a major issue of the construction industries to enhance their productivity. Modular bridge construction generally requires the collaboration between the contractor, designer, fabricator and constructor. Therefore, a readily accessible information model based on BIM technology should be provided for their communication during a construction project life-cycle. In this study, BIM based 3D information modeling was carried out for the modular bridge pier. First, the product breakdown structure (PBS) and level of detail (LOD) of the pier were defined. Based on them, 3D models were created by using parametric modeling method. In addition, database was constructed for the exchange of geometry and property data of 3D models. Finally, application areas of 3D information model were suggested, including the quantity estimation and the 4D simulation.

• 전기전자학회논문지
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• 제10권1호
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• pp.40-48
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• 2006

본 논문에서는 3차원 선소로부터 건물의 rooftop 평면을 추정하는 새로운 기법이 제안되었다. 3차원 rooftop 평면 추정은 3차원 선소의 계층적 grouping에 기반한 것으로, 끊어진 3차원 선소의 병합으로부터 시작된다. 병합된 3차원 선소는 평면 추정기법에 의해 rooftop 검출에 적용되는데, 평면 추정을 위해 T자형 모서리 및 L자형 모서리 검출을 통해서 신뢰성 있는 접속점이 구해진다. 구해진 접속점에 의해 가정된 rooftop 평면이 발생될 수 있으며, 건물 평면의 속성에 의해 최종적으로 검증되어, 건물의 rooftop 모델이 결정된다. Avenches 항공영상 데이터로부터 구해진 모의영상에 의해 실험이 수행되었는데, 실험 결과 0.4 - 1.3 meter의 오차를 가진 rooftop 평면 모델이 구해졌으며, 이는 종래의 영역기반 스테레오에 의해 구해진 고도에 비해 정확도가 2.5배 정도 향상되었음을 알 수 있었다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 봄 학술논문 발표대회
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• pp.227-228
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• 2022

In order to achieve the goal of cost management, which is one of the three major management goals of building production, this paper introduces an approximate cost estimating automation technology in the design stage as the importance of predicting construction costs increases. BIM is used for accurate estimating, and the quantity of structural members and finishing materials is calculated by creating a 3D model of the actual building. However, only 2D basic design drawings are provided when making an estimating. Therefore, for accurate quantity calculation, digitization of 2D drawings is required. Therefore, this research calculates the quantity of concrete structural members by calculating the area for the recognition area through 2D drawing recognition technology incorporating computer vision. It is judged that the development technology of this research can be used as an important decision-making tool when predicting the construction cost in the design stage. In addition, it is expected that 3D modeling automation and 3D structural analysis will be possible through the digitization of 2D drawings.

• 대한공간정보학회지
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• 제21권4호
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• pp.151-159
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• 2013

건물은 3차원 도시 모델링, 지형분석, 생활정보, 항법시스템 및 LBS(Location Based Service) 등 응용목적에 따라 정보의 최신성이 특히 중요시 되는 객체로써, 해당정보의 빠른 수집과 갱신에 대한 요구가 증가하고 있다. 본 연구에서는 HSI 컬러모델을 활용하여 항공정사영상 및 항공 LiDAR 자료로부터 도심지 건물에 대한 3차원 공간정보를 추출하기 위한 시스템 개발을 목적으로 하고 있다. 특히 HSI 컬러모델, 재귀적 역행 알고리즘 및 미로찾기 알고리즘을 활용하여 영상으로부터 특정 건물의 외곽선을 추출하고 건물폴리곤을 생성하는 영상정보처리 알고리즘을 제시하였고 영상분할에 있어 HSI 컬러모델의 효용성을 제시하였다.

• Advances in Computational Design
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• 제1권4호
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• pp.329-344
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• 2016

In this paper, a methodology to simulate the whole-building behaviour of the tall building under fire is developed by the author using a 3-D nonlinear finite element method. The mechanical and thermal material nonlinearities of the structural members, such as the structural steel members, concrete slabs and reinforcing bars were included in the model. In order to closely simulate the real condition under the conventional fire incident, in the simulation, the fire temperature was applied on level 9, 10 and 11. Then, a numerical investigation on the whole-building response of the building in fire was made. The temperature distribution of the floor slabs, steel beams and columns were predicted. In addition, the behaviours of the structural members under fire such as beam force, column force and deflections were also investigated.

• 한국BIM학회 논문집
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• 제3권3호
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• pp.1-8
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• 2013

In general, a two-dimensional platform were used to manage the structural inspection information. But we performed a study on utilizing 3D model to input and display the information of structure inspection. Coarse and Fine model of structure were used to input the information. 3D model combined with database built from record plan and field inspections data and rating will provide more intuitive and effective environment for inspectors in bridge maintenance.

• 대한공간정보학회지
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• 제10권2호
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• pp.49-56
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• 2002

3D 가상도시 구축에 있어 사용자로 하여금 공간 객체 중심으로 지형 지물을 인식할 수 있게 해 줄 수 있는 요소로서 Texture Image를 들 수 있다. 본 연구에서는 디지틀 카메라를 통하여 건물 측면 Texture Image를 획득하고 이렇게 획득한 이미지가 가지고 있는 왜곡을 2D Projective Transformation방법을 사용하여 보정하였다. 보정이 끝난 Texture Image는 OpenGL을 이용하여 3D 건물 모델에 Mapping을 실시하였다. 본 연구를 통해 개발한 응용 프로그램은 가상도시를 구축하는 과정상에 자동화된 방법을 제공할 수 있다.

• 한국CDE학회논문집
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• 제11권2호
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• pp.115-127
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• 2006

At the initial design stage, the generation process of the production material information of a building block and the simulation process of the block erection, which are required to perform the production planning and scheduling, have been manually performed by using 2D drawings, data of parent ships, and design experiences. To make these processes automatic, the accurate generation method of the production material information and the convenient simulation method of the block erection using the 3D CAD model, which was generated from the initial hull structural design system early developed by us, were proposed in this study. For this, a 3D CAD model for a whole hull structure was generated first, and the block division method for dividing the 3D CAD model into several building blocks was proposed. The generation method of the production material information for calculating the weight, center of gravity, painting area, joint length, etc. of a building block was proposed as well. Moreover, the simulation method of the block erection was proposed. Finally, to evaluate the efficiency of the proposed methods for the generation of the production material information and the simulation of the block erection, these methods were applied to corresponding processes of a deadweight 300,000 ton VLCC (Very Large Crude oil Carrier). As a result, it was shown that the production material information of a building block can be accurately generated and the block erection can be conveniently simulated in the initial design stage.