• 대한공간정보학회지
• /
• 제25권1호
• /
• pp.55-61
• /
• 2017

2012년 시범 서비스를 시작한 한국형 공간정보 오픈플랫폼 브이월드는 전국의 2차원, 3차원 지도 및 행정정보를 손쉽게 활용할 수 있도록 다양한 서비스를 제공하고 있다. 그 중 3차원 지도 서비스는 건물 단위로 모델링 되어있어 모델 요청과 이를 화면에 그리는 드로우 콜(draw call)이 개별 건물 모델에 대해 필요하다. 이로 인해 발생하는 다수의 모델 요청과 드로우 콜이 central processing unit(CPU)와 graphic processing unit(GPU) 간의 전송 및 전환 과정에서 발생하는 대기 시간 증가를 야기해 3차원 지도 서비스의 성능이 감소한다. 본 논문에서는 다수의 모델 요청 및 드로우 콜로 인해 발생하는 3차원 지도 서비스의 성능 저하를 줄이기 위한 성능 개선안을 제안한다. 이를 위해, 단일 건물 모델이 아닌 여러 건물 모델을 타일로 병합한 3차원 타일 모델을 적용하여 모델 파일에 대한 요청수와 드로우 콜을 줄이고자 하였다. 추가적으로 쿼드트리(quadtree) 알고리즘을 적용하여 화면에 그릴 영역에 필요한 모델의 탐색 시간 감소를 통해 모델 파일을 불러오는 요청 시간을 줄이고자 하였다. 이는 브이월드의 3차원 지도 서비스의 성능을 향상에 기여할 것으로 예상된다.

• 대한공간정보학회지
• /
• 제15권3호
• /
• pp.27-32
• /
• 2007

도시의3차원적인 성장 및 건물의 대형화, 복잡화에 따라 3차원 정보에 대한 요구가 증가하고 있다. 이와 더불어 위치기반안내, 경로탐색 또는 비상탈출 등과 같은 유비쿼터스 컴퓨팅의 기초데이터로써 3차원 GIS의 활용에 대한 관심 또한 증가하고 있다. 반면에 대부분의3차원 모델링 기술은 건물이나 지형의 시각적인 표현에 초점을 맞추고 있으며 공간분석에서 요구되는 위상구조는 갖고 있지 않다. 본 연구에서는3차원 모델에 위상구조를 적용하는 방법으로 2차원 GIS와 3차원 모델의 연동을 제시하고자 한다. 3차원 모델의 공간별로 분리된 객체를 상응하는 2차원 GIS 레이어의 피쳐와 데이터베이스의 레코드를 통해 연계하고 이로써 3차원 객체간의 관계를 정의하였다. 또한 2차원과 3차원이 연동된 건물모델의 복도네트워크를 구축하였다. 마지막으로 연동된 3D모델을 이용하여 건물내부에서 최적 경로분석을 몇 가지 시나리오를 통해 실시하였다.

• 한국GIS학회:학술대회논문집
• /
• 한국GIS학회 2004년도 추계 학술대회 논문집
• /
• pp.13-18
• /
• 2004

In this study, a new method is proposed generating 3D wire-frames of building using the lowest level topology, points, which are input by human operators. Through the procedure, it is possible to make prediction occlusion points and generate the topology automatically among points, lines, surfaces from buildings. In order to adjust the error of initial values which are input manually, the least squares adjustment for model-image fitting is carried out using the edge information of aerial imagery. And also, model fitting procedure is done making all surfaces plane of buildings by the least squares adjustment. As a result of those procedure, 3D building models are refined similar to real figures of buildings.

• 대한원격탐사학회:학술대회논문집
• /
• 대한원격탐사학회 2003년도 Proceedings of ACRS 2003 ISRS
• /
• pp.519-521
• /
• 2003

Within the paper an approach for the automatic extraction and reconstruction of buildings in urban built-up areas base on fusion of high-resolution satellite image and LIDAR data is presented. The presented data fusion scheme is essentially motivated by the fact that image and range data are quite complementary. Raised urban objects are first segmented from the terrain surface in the LIDAR data by making use of the spectral signature derived from satellite image, afterwards building potential regions are initially detected in a hierarchical scheme. A novel 3D building reconstruction model is also presented based on the assumption that most buildings can be approximately decomposed into polyhedral patches. With the constraints of presented building model, 3D edges are used to generate the hypothesis and follow the verification processes and a subsequent logical processing of the primitive geometric patches leads to 3D reconstruction of buildings with good details of shape. The approach is applied on the test sites and shows a good performance, an evaluation is described as well in the paper.

• Structural Engineering and Mechanics
• /
• 제49권6호
• /
• pp.687-703
• /
• 2014

This paper develops a new nonlinear model for active control of three-dimensional (3D) irregular building structures. Both geometrical and material nonlinearities with a neuro-controller training algorithm are applied to a multi-degree-of-freedom 3D system. Two dynamic assembling motions are considered simultaneously in the control model such as coupling between torsional and lateral responses of the structure and interaction between the structural system and the actuators. The proposed control system and training algorithm of the structural system are evaluated by simulating the responses of the structure under the El-Centro 1940 earthquake excitation. In the numerical example, the 3D three-story structure with linear and nonlinear stiffness is controlled by a trained neural network. The actuator dynamics, control time delay and incident angle of earthquake are also considered in the simulation. Results show that the proposed control algorithm for 3D buildings is effective in structural control.

• Spatial Information Research
• /
• 제20권2호
• /
• pp.1-11
• /
• 2012

기존의 건축계획 및 설계과정에서는 건축물 내 외부의 공간감을 확인하기 위해 건물모형을 제작하였으나 건물모형은 비교적 많은 제작 시간과 노력이 들며 건물의 내부 정보를 파악하기에 어려움이 따른다. 이를 보완하기 위해 기존 설계, 계획 과정과 그에 대한 가시화 방법으로써 CAD툴을 사용하여 건물 모형으로는 파악하기 어려운 건물 내부 정보를 가시화 할 수 있었지만, 건물모형에서 확인할 수 있는 부피감을 확인하기에는 부족함이 존재한다. 기본적으로 CAD는 설계에 목적을 두고 만들어진 프로그램이며 일반적인 가시화 환경인 2차원 모니터 화면상에서 3차원 건물을 보여주게 되므로 공간에 대한 인지적 몰입감을 만족시키기에는 부족하다. 본 논문에서는 BIM 형상정보 데이터를 일련의 소프트웨어로 가공하여 증강현실 컨텐츠로 변환하는 과정을 소개한다. 이는 건축계획 및 설계과정에서 형상정보가 수정될 경우 최종 가시화까지 소요되는 비용과 시간을 단축시킬 수 있다. 또한 BIM 형상정보를 증강현실기법을 이용하여 3차원 인지공간에서 가시화함으로써 3차원 건물의 내 외부 공간정보를 분석하기가 용이하다. 또한 건물의 내 외부 정보를 증강현실 환경에서 효과적으로 조작할 수 있도록 건축 요소의 제거, 슬라이스컷 등 다양한 인터랙션을 제안한다.

• 한국BIM학회 논문집
• /
• 제4권3호
• /
• pp.1-9
• /
• 2014

As BIM application continues to increase in civil engineering, in this study, 3D information model for RC(Reinforced Concrete) bridge pylon was developed and verified its effectiveness at the structural-design stage. To define 3D information model of RC A-Type pylon, characteristics of pylon were analyzed and 3D model structure was constructed. The 3D information model, one of the core product of BIM, manages all information generated during all life-cycle of a structure and consequently maximizes the efficiency of utilizing information. Also, this study proposes interface module between input data in structural analysis and 3D model of RC pylon. The module can create the input data for non-linear structural analysis. It is essential to study on method of developing 3D information model and propose a structural analysis model by utilizing 3D model for the effective use of BIM techniques in construction industry. The results of this study can be used as the base data for developing the 3D information model of RC pylon in the structural analysis field.

• 대한건축학회논문집:계획계
• /
• 제34권6호
• /
• pp.3-14
• /
• 2018

The aim of this study is to propose a method for calculating the weight of walking energy in ERAM model by calculating it for the analysis of vertical and horizontal spaces in a building. Conventional theories on the space analysis in the field of architectural planning predict the pedestrian volume of network spaces in urban street or in two-dimensional plane within a building, however, for vertical and horizontal spaces in a building, estimates of the pedestrian volume by those theories are limited. Because in the spatial syntax and ERAM model have been applied weights such as the spatial depth, adjacent angles, and physical distances available only to the two-dimensional same layer or plane. Therefore, the following basic assumptions and analysis conditions in this study were established for deriving a predictor of pedestrian volume in vertical and horizontal spaces of a building. The basic premise of space analysis is not to address the relationship between the pedestrian volume and the spatial structure itself but to the properties of spatial structure connection that human beings experience. The analysis conditions in three-dimensional spaces are as follows : 1) Measurement units should be standardized on the same scale, and 2) The connection characteristics between spaces should influence the accessibility of human beings. In this regard, a factor of walking energy has the attributes to analyze the connection of vertical and horizontal spaces and satisfies the analysis conditions presented in this study. This study has two implications. First, this study has shown how to quantitatively calculate the walking energy after a factor of walking energy was derived to predict the pedestrian volume in vertical and horizontal spaces. Second, the method of calculating the walking energy can be applied to the weights of the ERAM model, which provided the theoretical basis for future studies to predict the pedestrian volume of vertical and horizontal spaces in a building.

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

• 국제학술발표논문집
• /
• The 5th International Conference on Construction Engineering and Project Management
• /
• pp.87-93
• /
• 2013

In this research, a new methodology to perform building energy analysis using Industry Foundation Classes (IFC) standard has been studied. With the help of Archicad 14 modeling software, a 3D test model is generated and then exported to IFCXML format. A ruby code program retrieves the building information from the resulting IFCXML file using Nokogiri library. An INP file is created and gets ready for next energy analysis step. DOE 2.2 program analyzes the INP file and gives a detailed report of the energy cost of the building. Case study shows when using the IFC standard method, the Interoperability of the energy analysis is greatly improved. The main stream 3D building modeling software supports IFC standard. DOE 2.2 is able to read the INP file generated by IFC file. This means almost any 3D model created by main stream modeling software can be analyze in terms of energy cost Thus, IFC based energy analysis method has a promising future. With the development and application of IFC standard, designers can do more complex and easy-to-run energy analysis in a more efficient way.