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检索条件"任意字段=Conference on 3D-Arch 2015 - 3D Virtual Reconstruction and Visualization of Complex Architectures"

共 154 条记录，以下是131-140 订阅

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ACCURACY ASSESSMENT OF A complex BUILdING 3d MOdEL RECONSTRUCTEd FROM IMAGES ACQUIREd WITH A LOW-COST UAS

ACCURACY ASSESSMENT OF A COMPLEX BUILDING 3D MODEL RECONSTRU...

引用

conference on 3d virtual reconstruction and visualization of complex architectures

作者： Oniga, E. Chirila, C. Statescu, F. Gheorghe Asachi Tech Univ Iasi Dept Terr Measurements & Cadastre D Mangeron St 65 Iasi Romania Gheorghe Asachi Tech Univ Iasi Dept Hydro Ameliorat & Environm Protect D Mangeron St 65 Iasi Romania

Nowadays, Unmanned Aerial Systems (UASs) are a wide used technique for acquisition in order to create buildings 3d models, providing the acquisition of a high number of images at very high resolution or video sequences, in a very short time. Since low-cost UASs are preferred, the accuracy of a building 3d model created using this platforms must be evaluated. To achieve results, the dean's office building from the Faculty of " Hydrotechnical Engineering, Geodesy and Environmental Engineering" of Iasi, Romania, has been chosen, which is a complex shape building with the roof formed of two hyperbolic paraboloids. Seven points were placed on the ground around the building, three of them being used as GCPs, while the remaining four as Check points (CPs) for accuracy assessment. Additionally, the coordinates of 10 natural CPs representing the building characteristic points were measured with a Leica TCR 405 total station. The building 3d model was created as a point cloud which was automatically generated based on digital images acquired with the low-cost UASs, using the image matching algorithm and different software like 3dF Zephyr, Visual SfM, PhotoModeler Scanner and drone2Map for ArcGIS. Except for the PhotoModeler Scanner software, the interior and exterior orientation parameters were determined simultaneously by solving a self-calibrating bundle adjustment. Based on the UAS point clouds, automatically generated by using the above mentioned software and GNSS data respectively, the parameters of the east side hyperbolic paraboloid were calculated using the least squares method and a statistical blunder detection. Then, in order to assess the accuracy of the building 3d model, several comparisons were made for the facades and the roof with reference data, considered with minimum errors: TLS mesh for the facades and GNSS mesh for the roof. Finally, the front facade of the building was created in 3d based on its characteristic points using the PhotoModeler Scanner softw

关键词： Building 3d Model hyperbolic paraboloid low-cost UASs TLS accuracy assessment

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A GEOMETRICAL SIMILARITY PATTERN AS AN EXPERIMENTAL MOdEL FOR SHAPES IN archITECTURAL HERITAGE: A CASE STUdY OF THE BASE OF THE PILLARS IN THE CATHEdRAL OF SEVILLE ANd THE CHURCH OF SANTIAGO IN JEREZ, SPAIN

A GEOMETRICAL SIMILARITY PATTERN AS AN EXPERIMENTAL MODEL FO...

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conference on 3d virtual reconstruction and visualization of complex architectures

作者： Moyano, J. J. Barrera, J. A. Nieto, J. E. Marin, d. Anton, d. Univ Seville Higher Tech Sch Bldg Engn Dept Graph Express & Bldg Engn 4A Reina Mercedes Ave Seville 41012 Spain Univ Seville Higher Tech Sch Bldg Engn Dept Graph Engn 4A Reina Mercedes Ave Seville 41012 Spain

This paper proposes a procedure for the search of a geometrical similarity pattern in architectural heritage by means of calculating probability indexes to support hypotheses initially endorsed by documentary sources. The buildings analysed are the Cathedral of Seville and the Church of Santiago, in Jerez, Spain. The 3d models of their selected pillars are obtained by means of Terrestrial Laser Scanning (TLS), Optical Scanning (OS) and photogrammetry through image-based modelling software (SFM-IBM). To this end, a procedure for the comparison of shapes is established. It is based on similarity statistics, the determination of homologous points and the agreement of characteristic sections. Here, two key aspects are considered: on the one hand, the metric standpoint;on the other hand, historical-graphical features of the 3d models: composition, techniques, styles, and historical-graphical documentary sources. Thus, putting aside the mere dimensional analysis, the sections are compared with graphical patterns and models of which the same authorship-stonemasons working in that age-is accurately known. As a result, the outcomes of this research reveal the geometrical similarity between the elements of the pillars of the Cathedral of Seville and the Church of Santiago.

关键词： Geometrical similarity pattern 3d range scanning Terrestrial laser scanning Structure-from-motion 3d data comparison Cathedral of Seville

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dETECTION ANd PURGING OF SPECULAR REFLECTIVE ANd TRANSPARENT OBJECT INFLUENCES IN 3d RANGE MEASUREMENTS

DETECTION AND PURGING OF SPECULAR REFLECTIVE AND TRANSPARENT...

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conference on 3d virtual reconstruction and visualization of complex architectures

作者： Koch, R. May, S. Nuechter, A. Tech Hsch Nurnberg Georg Simon Ohm Kesslerpl 12 D-90489 Nurnberg Germany Julius Maximilians Univ Wurzburg Informat Robot & Telemat 7 D-97074 Wurzburg Germany

3d laser scanners are favoured sensors for mapping in mobile service robotics at indoor and outdoor applications, since they deliver precise measurements at a wide scanning range. The resulting maps are detailed since they have a high resolution. Based on these maps robots navigate through rough terrain, fulfil advanced manipulation, and inspection tasks. In case of specular reflective and transparent objects, e.g., mirrors, windows, shiny metals, the laser measurements get corrupted. Based on the type of object and the incident angle of the incoming laser beam there are three results possible: a measurement point on the object plane, a measurement behind the object plane, and a measurement of a reflected object. It is important to detect such situations to be able to handle these corrupted points. This paper describes why it is difficult to distinguish between specular reflective and transparent surfaces. It presents a 3d-Reflection-Pre-Filter Approach to identify specular reflective and transparent objects in point clouds of a multi-echo laser scanner. Furthermore, it filters point clouds from influences of such objects and extract the object properties for further investigations. Based on an Iterative-Closest-Point-algorithm reflective objects are identified. Object surfaces and points behind surfaces are masked according to their location. Finally, the processed point cloud is forwarded to a mapping module. Furthermore, the object surface corners and the type of the surface is broadcasted. Four experiments demonstrate the usability of the 3d-Reflection-Pre- Filter. The first experiment was made in a empty room containing a mirror, the second experiment was made in a stairway containing a glass door, the third experiment was made in a empty room containing two mirrors, the fourth experiment was made in an office room containing a mirror. This paper demonstrate that for single scans the detection of specular reflective and transparent objects in 3d is possible. It

关键词： Robotics 3d laser scanning Measurement Error detection Segmentation Correction Algorithms

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PHOTOGRAMMETRIC ANALYSIS OF HISTORICAL IMAGE REPOSITORIES FOR virtual reconstruction IN THE FIELd OF dIGITAL HUMANITIES

PHOTOGRAMMETRIC ANALYSIS OF HISTORICAL IMAGE REPOSITORIES FO...

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conference on 3d virtual reconstruction and visualization of complex architectures

作者： Maiwald, F. Vietze, T. Schneider, d. Henze, F. Muenster, S. Niebling, F. Tech Univ Dresden Inst Photogrammetry & Remote Sensing Dresden Germany Brandenburg Tech Univ Cottbus Informat Verarbeitung Bauwesen Vermessungskunde Cottbus Germany Tech Univ Dresden Media Ctr Dresden Germany Julius Maximilians Univ Wurzburg Human Comp Interact Wurzburg Germany

Historical photographs contain high density of information and are of great importance as sources in humanities research. In addition to the semantic indexing of historical images based on metadata, it is also possible to reconstruct geometric information about the depicted objects or the camera position at the time of the recording by employing photogrammetric methods. The approach presented here is intended to investigate (semi-) automated photogrammetric reconstruction methods for heterogeneous collections of historical (city) photographs and photographic documentation for the use in the humanities, urban research and history sciences. From a photogrammetric point of view, these images are mostly digitized photographs. For a photogrammetric evaluation, therefore, the characteristics of scanned analog images with mostly unknown camera geometry, missing or minimal object information and low radiometric and geometric resolution have to be considered. In addition, these photographs have not been created specifically for documentation purposes and so the focus of these images is often not on the object to be evaluated. The image repositories must therefore be subjected to a preprocessing analysis of their photogrammetric usability. Investigations are carried out on the basis of a repository containing historical images of the Kronentor ('crown gate') of the dresden Zwinger. The initial step was to assess the quality and condition of available images determining their appropriateness for generating three-dimensional point clouds from historical photos using a structure-from-motion evaluation (SfM). Then, the generated point clouds were assessed by comparing them with current measurement data of the same object.

关键词： Historical images structure-from-motion image configuration point cloud virtual 3d reconstruction

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AUGMENTEd REALITY IN archITECTURE: REBUILdING archEOLOGICAL HERITAGE

AUGMENTED REALITY IN ARCHITECTURE: REBUILDING ARCHEOLOGICAL ...

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conference on 3d virtual reconstruction and visualization of complex architectures

作者： de la Fuente Prieto, J. Castano Perea, E. Labrador Arroyo, F. Univ Alcala Dept Filol Comunicac & Documentac C Trinidad 5 Madrid 28801 Spain Univ Alcala Dept Arquitectura C Santa Ursula 8 Madrid 28801 Spain Univ Rey Juan Carlos Dept CC Educ Lenguaje Cultura & Artes CC Hist Jurid & Humanist & Lenguas Modernas Paseo Artilleros S-N Madrid 28320 Spain

With the development in recent years of augmented reality and the appearance of new mobile terminals and storage bases on-line, we find the possibility of using a powerful tool for transmitting architecture. This paper analyzes the relationship between Augmented Reality and architecture. Firstly, connects the theoretical framework of both disciplines through the Representation concept. Secondly, describes the milestones and possibilities of Augmented Reality in the particular field of archaeological reconstruction. And lastly, once recognized the technology developed, we face the same analysis from a critical point of view, assessing their suitability to the discipline that concerns us is the architecture and within archeology.

关键词： Augmented Reality architectural Representation archaeological reconstruction Cultural Heritage

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3-dIMENSIONAL GEOMETRIC SURVEY ANd STRUCTURAL MOdELLING OF THE dOME OF PISA CATHEdRAL

3-DIMENSIONAL GEOMETRIC SURVEY AND STRUCTURAL MODELLING OF T...

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conference on 3d virtual reconstruction and visualization of complex architectures

作者： Aita, d. Barsotti, R. Bennati, S. Caroti, G. Piemonte, A. Univ Pisa Dipartimento Ingn Civile & Ind Sez Strutture Largo Lucio Lazzarino 1 I-56122 Pisa Italy Univ Pisa Dipartimento Ingn Civile & Ind Sez Vie Trasporti & Geomat Largo Lucio Lazzarino 1 I-56122 Pisa Italy

This paper aims to illustrate the preliminary results of a research project on the dome of Pisa Cathedral (Italy). The final objective of the present research is to achieve a deep understanding of the structural behaviour of the dome, through a detailed knowledge of its geometry and constituent materials, and by taking into account historical and architectural aspects as well. A reliable survey of the dome is the essential starting point for any further investigation and adequate structural modelling. Examination of the status quo on the surveys of the Cathedral dome shows that a detailed survey suitable for structural analysis is in fact lacking. For this reason, high-density and high-precision surveys have been planned, by considering that a different survey output is needed, according both to the type of structural model chosen and purposes to be achieved. Thus, both range-based (laser scanning) and image-based (3d Photogrammetry) survey methodologies have been used. This contribution introduces the first results concerning the shape of the dome derived from surveys. Furthermore, a comparison is made between such survey outputs and those available in the literature.

关键词： Structural analysis Laser scanning Photogrammetry Cultural Heritage dome

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FISHEYE PHOTOGRAMMETRY: TESTS ANd METHOdOLOGIES FOR THE SURVEY OF NARROW SPACES

FISHEYE PHOTOGRAMMETRY: TESTS AND METHODOLOGIES FOR THE SURV...

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conference on 3d virtual reconstruction and visualization of complex architectures

作者： Perfetti, Luca Polari, Carlo Fassi, Francesco Politecn Milan Grp 3DSurvey Architecture Built Environm & Construct Engn ABC Milan Italy

The research illustrated in this article aimed at identifying a good standard methodology to survey very narrow spaces during 3d investigation of Cultural Heritage. It is an important topic in today's era of BIM modelling applied to Cultural Heritage. Spaces like staircases, corridors and passages are very common in the architectural or archaeological fields, and obtaining a 3d-oriented survey of those areas can be a very complex task when completeness of the model and high precision are requested. Photogrammetry appears to be the most promising solution in terms of versatility and manoeuvrability also considering the quality of the required data. Fisheye lenses were studied and tested in depth because of their significant advantage in the field of view if compared with rectilinear lenses. This advantage alone can be crucial to reduce the total amount of photos and, as a consequence, to obtain manageable data, to simplify the survey phase and to significantly reduce the elaboration time. In order to overcome the main issue that arise when using fisheye lenses, which is the lack of rules that can be employed to design the survey, a general mathematical formulation to precisely estimate the GSd (Ground Sampling distance) for every optical projection is presented here. A complete survey of a real complex case study was performed in order to test and stress the proposed methodology, and to handle a fisheye-based survey from beginning to end: the photogrammetric survey of the Minguzzi Staircase. It is a complex service spiralstaircase located in the duomo di Milano with a total height of 25 meters and characterized by a narrow walkable space about 70 centimetres wide.

关键词： Fisheye Photogrammetry Survey Cultural heritage Narrow spaces lenses Projection

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INTEGRATION OF POINT CLOUdS dATASET FROM dIFFERENT SENSORS

INTEGRATION OF POINT CLOUDS DATASET FROM DIFFERENT SENSORS

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conference on 3d virtual reconstruction and visualization of complex architectures

作者： Abdullah, C. K. A. F. Che Ku Baharuddin, N. Z. S. Ariff, M. F. M. Majid, Z. Lau, C. L. Yusoff, A. R. Idris, K. M. Aspuri, A. Univ Teknol Malaysia Fac Geoinformat & Real Estate Dept Geoinformat Utm Skudai Malaysia

Laser Scanner technology become an option in the process of collecting data nowadays. It is composed of Airborne Laser Scanner (ALS) and Terrestrial Laser Scanner (TLS). ALS like Phoenix AL3-32 can provide accurate information from the viewpoint of rooftop while TLS as Leica C10 can provide complete data for building facade. However if both are integrated, it is able to produce more accurate data. The focus of this study is to integrate both types of data acquisition of ALS and TLS and determine the accuracy of the data obtained. The final results acquired will be used to generate models of three-dimensional (3d) buildings. The scope of this study is focusing on data acquisition of UTM Eco-home through laser scanning methods such as ALS which scanning on the roof and the TLS which scanning on building facade. Both device is used to ensure that no part of the building that are not scanned. In data integration process, both are registered by the selected points among the manmade features which are clearly visible in Cyclone 7.3 software. The accuracy of integrated data is determined based on the accuracy assessment which is carried out using man-made registration methods. The result of integration process can achieve below 0.04m. This integrated data then are used to generate a 3d model of UTM Eco-home building using SketchUp software. In conclusion, the combination of the data acquisition integration between ALS and TLS would produce the accurate integrated data and able to use for generate a 3d model of UTM eco-home. For visualization purposes, the 3d building model which generated is prepared in Level of detail 3 (LOd3) which recommended by City Geographic Mark-Up Language (CityGML).

关键词： laser scanners Airborne Laser Scanner (ALS) Terrestrial Laser Scanner (TLS) accuracy assessment three dimensional (3d) model

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POINT CLOUd dERIVEd FROM VIdEO FRAMES: ACCURACY ASSESSMENT IN RELATION TO TERRESTRIAL LASER SCANNING ANd dIGITAL CAMERA dATA

POINT CLOUD DERIVED FROM VIDEO FRAMES: ACCURACY ASSESSMENT I...

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conference on 3d virtual reconstruction and visualization of complex architectures

作者： delis, P. Zacharek, M. Wierzbicki, d. Grochala, A. Mil Univ Technol Fac Civil Engn & Geodesy Dept Remote Sensing Photogrammetry & Imagery Inte Geodesy Inst Warsaw Poland

The use of image sequences in the form of video frames recorded on data storage is very useful in especially when working with large and complex structures. Two cameras were used in this study: Sony NEX-5N (for the test object) and Sony NEX-VG10 E (for the historic building). In both cases, a Sony alpha f = 16 mm fixed focus wide-angle lens was used. Single frames with sufficient overlap were selected from the video sequence using an equation for automatic frame selection. In order to improve the quality of the generated point clouds, each video frame underwent histogram equalization and image sharpening. Point clouds were generated from the video frames using the SGM-like image matching algorithm. The accuracy assessment was based on two reference point clouds: the first from terrestrial laser scanning and the second generated based on images acquired using a high resolution camera, the NIKON d800. The performed research has shown, that highest accuracies are obtained for point clouds generated from video frames, for which a high pass filtration and histogram equalization had been performed. Studies have shown that to obtain a point cloud density comparable to TLS, an overlap between subsequent video frames must be 85% or more. Based on the point cloud generated from video data, a parametric 3d model can be generated. This type of the 3d model can be used in HBIM construction.

关键词： dense image matching 3d modelling data integration image sequence HBIM video frames selection

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EXTENdING THE LIFE OF virtual HERITAGE: REUSE OF TLS POINT CLOUdS IN SYNTHETIC STEREOSCOPIC SPHERICAL IMAGES

EXTENDING THE LIFE OF VIRTUAL HERITAGE: REUSE OF TLS POINT C...

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conference on 3d virtual reconstruction and visualization of complex architectures

作者： Fernandez, J. Garcia Tammi, K. Joutsiniemi, A. Tampere Univ Technol Sch Architecture Rakennustalo Bldg Tampere 33720 Finland Tampere Univ Appl Sci Sch Construct & Environm Engn TAMK Kuntokatu 3 Tampere 33520 Finland

Recent advances in Terrestrial Laser Scanner (TLS), in terms of cost and flexibility, have consolidated this technology as an essential tool for the documentation and digitalization of Cultural Heritage. However, once the TLS data is used, it basically remains stored and left to waste. How can highly accurate and dense point clouds (of the built heritage) be processed for its reuse, especially to engage a broader audience? This paper aims to answer this question by a channel that minimizes the need for expert knowledge, while enhancing the interactivity with the as-built digital data: virtual Heritage dissemination through the production of VR content. driven by the ProdigiOUs project's guidelines on data dissemination (EU funded), this paper advances in a production path to transform the point cloud into virtual stereoscopic spherical images, taking into account the different visual features that produce depth perception, and especially those prompting visual fatigue while experiencing the VR content. Finally, we present the results of the Hiedanranta's scans transformed into stereoscopic spherical animations.

关键词： Point Cloud Terrestrial Laser Scanner Reuse VR Stereoscopic Spherical Images

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