• 한국BIM학회 논문집
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• 제9권2호
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• pp.21-28
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• 2019

Recently, many scan projects are gradually increasing for maintenance, construction. The scan data contains useful data, which can be generated in the target application from the facility, space. However, modeling the scan data required for the application requires a lot of cost. In example, the converting 3D point cloud obtained from scan data into 3D object is a time-consuming task, and the modeling task is still very manual. This research proposes Scan-to-Geometry Mapping Rule Definition (S2G-MD) which maps point cloud data to geometry for irregular building plane objects. The S2G-MD considers user use case variability. The method to define rules for mapping scan to geometry is proposed. This research supports the reverse engineering semi-automatic process for the building planar geometry from the user perspective.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2009년도 하계학술발표대회 논문집
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• pp.21-26
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• 2009

TRNSYS 16 had just a wall area and azimuth as an input value about a building shape. So, a geometrical shape of a building was not considered in simulation using TRNSYS 16. In this study, we suggested the more appropriate modeling method for simulation considering of building geometry in TRNSYS 16. To suggest this method, we simulated energy needs affected by shading effect that caused by a geometrical shape of a building, and compared the result to the simulation result of non-shading environment.

• Wind and Structures
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• 제5권5호
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• pp.441-462
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• 2002

This paper presents a practical numerical method to determine both the spatial and temporal distribution of driving rain on buildings. It is based on an existing numerical simulation technique and uses the building geometry and climatic data at the building site as input. The method is applied to determine the 3D spatial and temporal distribution of wind-driven rain on the facade a low-rise building of complex geometry. Distinct wetting patterns are found. The important causes giving rise to these particular patterns are identified : (1) sweeping of raindrops towards vertical building edges, (2) sweeping of raindrops towards top edges, (3) shelter effect by various roof overhang configurations. The comparison of the numerical results with full-scale measurements in both space and time for a number of on site recorded rain events shows the numerical method to yield accurate results.

• Architectural research
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• 제4권1호
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• pp.1-6
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• 2002

Every year new tall buildings are being conceived, designed, and built with new schemes. Thus it is important to explore the factors that affect tall building design. Thus it is important to explore the tall building design factors. The planning and design of tall buildings require different criteria than those that exist in regular size buildings. Tall buildings are uniquely expressed by their structural systems where exterior esthetic and requirements of space drive the form and composition of the structural systems. Therefore the exploration of design factors is the key to achieve optimum building systems. Optimization as mentioned here is associated with the efficiency of the different building systems. To achieve an optimal system, there is a need for an understanding of the factors that affect on overall tall building design such as planning module, building function, lease span, floor-to-floor-height, building height (aspect ratio), structural system, environmental systems. In this paper a statistical approach will be used and will be based on data collected from the practice through a rigorous survey taken. This information is tabulated and analyzed. The major target of investigation will be lease span related to space requirement in the tall building planning. Factors related to lease spans, such as function, floor-to-floor height, planning module, building height, overall plan dimension, and plan ratio (building geometry), will be looked at carefully. IN conclusion, this approach of optimization can introduce a preliminary design guideline for tall building projects. The purpose of the paper should shed some light on the optimum tall building design criteria.

• 대한건축학회연합논문집
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• 제20권6호
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• pp.81-87
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• 2018

In this paper, in order to maximize the input process efficiency of the building energy simulation field, the authors developed the automatic extraction module of spatial information based BIM geometry information. Existing research or software extracts geometry information based on object information, but it can not be used in the field of energy simulation because it is inconsistent with the geometry information of the object constituting the thermal zone of the actual building model. Especially, IFC-based geometry information extraction module is needed to link with other architectural fields from the viewpoint of reuse of building information. The study method is as follows. (1) Grasp the category and attribute information to be extracted for energy simulation and Analyze the IFC structure based on spatial information (2) Design the algorithm for extracting and reprocessing information for energy simulation from IFC file (use programming language Phython) (3) Develop the module that generates a geometry information database based on spatial information using reprocessed information (4) Verify the accuracy of the development module. In this paper, the reprocessed information can be directly used for energy simulation and it can be widely used regardless of the kind of energy simulation software because it is provided in database format. Therefore, it is expected that the energy simulation process efficiency in actual practice can be maximized.

• 한국산학기술학회논문지
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• 제18권9호
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• pp.1-8
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• 2017

본 연구의 목적은 물리적 메모리 할당이 어려운 대용량 BIM(Building Information Modeling) 형상 데이터를 처리하기 위한 캐쉬(cache) 구조를 제안한다. 조달청 등 공공기관에서 BIM 발주가 많아짐에 따라 대용량 BIM 형상 데이터를 가시화하고, 계산해야 하는 경우가 많아지고 있다. 규모가 크고 복합적인 시설물의 경우, 렌더링 및 계산해야하는 형상 수가 많아 사용자가 BIM 모델을 검토하고, 단면을 확인하는 데 어려움을 겪는 경우가 있다. 예를 들어, 설계, 검토 협업 시, 대용량 BIM 데이터를 네트워크를 통해 전달받아야 할 경우, 다운로드에 많은 시간이 걸릴 수 있고, 물리적 여유 메모리 한계를 넘어가면, 에러로 가시화나 형상정보 추출이 불가능할 수도 있다. 물리적 메모리가 부족하거나 대역폭이 적은 네트워크 상에서 대용량 BIM 데이터를 활용하기 위해서는, BIM 형상 렌더링 및 계산 시점에 필요한 데이터만 메모리로 캐쉬(cache) 처리하는 것이 유리하다. 이 연구는 물리적 메모리 할당이 어려운 대용량 BIM 형상 데이터를 효과적으로 렌더링하고 계산하기 위한 BIM 형상 캐쉬 구조를 제안한다.

• 한국CDE학회논문집
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• 제16권2호
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• pp.83-91
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• 2011

There are many researches to make low-energy building. Lots of them focus on facility systems and insulation performance of building materials. However, not only systematic solutions but also approaches in early design stages are important to reduce energy consumption. Using BIM(Building Information Modelling) is considered as an effective and efficient way to simulate building energy and decide alternatives than traditional energy simulation because BIM based energy simulation makes to reduce much time for energy modeling. This study focuses on development of optimized geometry for super tall office buildings in Seoul, Korea. Specifically, length to width ratio and building orientation are main topics of this study because these two topics are the most basic and preceding factors deciding mass design. In this study, Revit MEP 2011 and Ecotect Analysis 2011 are used to make case models and calculate energy load in early design stages. Energy properties of material abide by Korean Standards for Energy Conservation in Building, Korean Guideline for Energy Conservation in Public Office and ASHRAE Standard in USA. This study presents best length to width ratio of plan and optimized orientation by evaluating the case models. Furthermore, this study suggests what should be considered for each case to decrease energy load.

• 한국콘텐츠학회논문지
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• 제17권6호
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• pp.71-80
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• 2017

초등학교 5-6학년 수학과 입체도형 교과과정의 중요한 성취기준 중 하나는 쌓기나무를 구성하는 정육면체의 개수 및 여러 방향에서 관찰한 쌓기나무의 형태를 정확히 기술하는 것으로 초등학교 학생들의 공간지각능력을 키우는데 그 목적이 있다. 그럼에도 불구하고 현행 교과서의 쌓기나무 관련 내용에서는 한 방향에서만 관찰된 모습만을 보여주고 있어 원래 목적을 달성하는 데 어려움이 따를 것으로 사료된다. 특히 교과서의 일부 내용은 바닥에서 위쪽을 관찰한 것으로, 이러한 결과는 사실상 관찰이 불가능한 경우에 해당하기도 했다. 이에 반해 Wings3D와 같은 3D Visualization SW를 사용하여 쌓기나무를 관찰하면 관찰방향은 물론이고, 원근에 따라 쌓기나무의 형태 그리고 쌓기나무를 구성하는 정육면체의 크기까지도 크게 다르게 나타난다는 것을 알 수 있다. 뿐만 아니라 가상공간이므로 관찰 방법을 자유롭게 선택할 수 있고 난이도를 달리한 다양한 형태의 쌓기나무 구성이 쉽게 가능한 장점들도 있다. 이러 결과를 토대로, 본 논문에서는 쌓기나무와 같은 도형교과 수업에 Wings3D와 같은 3D Visualization SW를 활용하는 방안을 제안하였다. 선행 연구 결과에 따르면, Wings3D는 초등학교의 도형과 관련한 대부분에 교과내용에도 적용이 가능한 것으로 나타났으며 초등학교에서 보유중인 저사양 컴퓨터에서도 사용이 가능한 open-source SW라는 경제적인 장점도 있다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2013년도 춘계 학술논문 발표대회
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• pp.210-212
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• 2013

The construction cost estimates during the design phase becomes the standard to judge profitability and validity, and is very important in various decision-makings by project owner. However, since approximate costs are quoted when many parts are undecided in the early stage of project, differences are bound to occur between the construction cost calculated through approximate quotation and that put into construction actually. Also, since in existing quotation works, quantity calculations have been dependent on the staff's manual work, involving error potential, and thus differences are likely in quantity calculation depending on the quotation staff's method of calculation. In this study, the process of creating space model to deduce 3D geometry information for approximate quotation in association with knowledge information and the expression for calculation of finishing area were proposed.

• Computers and Concrete
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• 제13권6호
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• pp.765-780
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• 2014

Many building codes use the empirical equation to determine fundamental period of vibration where in effect of length, width and the stiffness of the building is not explicitly accounted for. In the present study, ANN models are developed in three categories, varying the number of input parameters in each category. Input parameters are chosen to represent mass, stiffness and geometry of the buildings indirectly. Total numbers of 206 buildings are analyzed out of which, data set of 142 buildings is used to develop these models. It is demonstrated through developed ANN models that geometry of the building and the sizes of the columns are significant parameters in the dynamic analysis of building frames. The testing dataset of these three models is used to obtain the empirical relationship between the height of the building and fundamental period of vibration and compared with the similar equations proposed by other researchers. Experiments are conducted on Mild Steel frames using uniaxial shake table. It is seen that the values obtained through the ANN models are close to the experimental values. The validity of ANN technique is verified by experimental values.