3D modeling of buildings : outstanding sites
Conventional topographic databases, obtained by capture on aerial or spatial images provide a simplified 3D modeling of our urban environment, answering the needs of numerous applications (development, risk prevention, mobility management, etc.). However, when we have to represent and analyze more c...
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Gespeichert in:
| Autor*in: |
Héno, Raphaële [verfasserIn] Chandelier, Laure [author] |
|---|
| Format: |
E-Book |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
London, England Hoboken, New Jersey: iSTE ; 2014 |
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| Ausgabe: |
Online-Ausg. |
| Schlagwörter: | |
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| Formangabe: |
Electronic books |
| Anmerkung: |
Includes bibliographical references and index. - Description based on print version record |
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| Umfang: |
Online-Ressource (1 online resource (221 pages)) ; illustrations, photographs. |
| Reihe: |
FOCUS GIS and Territorial Intelligence |
|---|
| Links: | |
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| ISBN: |
978-1-118-64889-6 978-1-84821-536-8 978-1-118-64888-9 |
| Katalog-ID: |
1659340829 |
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| 100 | 1 | |a Héno, Raphaële |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a 3D modeling of buildings |b outstanding sites |c Raphae͏̈le Héno, Laure Chandelier |
| 250 | |a Online-Ausg. | ||
| 264 | 1 | |a London, England |a Hoboken, New Jersey |b iSTE |c 2014 | |
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| 490 | 0 | |a GIS and Territorial Intelligence | |
| 500 | |a Includes bibliographical references and index. - Description based on print version record | ||
| 505 | 8 | 0 | |a Cover; Title Page; Copyright; Contents; Acknowledgements; Introduction; Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites; 1.1. The current offer for high-resolution 3D data; 1.2. Statement of requirements; 1.2.1. Potentials; 1.2.2. Conversion into building specifications; 1.2.3. Technical survey specifications; 1.3. Existing surveying methods; 1.3.1. Existing acquisition methods; 1.3.2. Example surveys; 1.3.3. Survey control data; 1.4. From building specifications to realization; 1.4.1. Reconnaissance stage; 1.4.2. Acquisition; 1.4.3. Processing of data |
| 505 | 8 | 0 | |a 1.5. BibliographyChapter 2: 3D Digitization Using Images; 2.1. History in France; 2.2. Equipment; 2.2.1. Equipment through the years; 2.2.2. Modernization of equipment; 2.2.3. Cameras; 2.2.4. How do you measure with a camera?; 2.2.4.1. Modeling the raw material: the image; 2.2.4.2. Spatial resolution of images; 2.2.4.3. Condition of collinearity: image formula; 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation; 2.2.4.5. Using images taken; 2.3. Image acquisition; 2.3.1. Characteristics of the images; 2.3.1.1. Exposure; 2.3.1.2. Sharpness |
| 505 | 8 | 0 | |a 2.3.1.3. Image format2.3.2. Traditional stereoscopic image survey; 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds; 2.3.4. Image surveying devices; 2.3.4.1. Tripod, mast and pole; 2.3.4.2. Panoramic head; 2.3.4.3. Mobile acquisitions; 2.3.4.3.1. Acquisitions from aircrafts; 2.3.4.3.2. Ground-based mobile acquisitions; 2.3.4.4. Video mode; 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras; 2.3.5. Survey control data; 2.4. Image orientation; 2.4.1. Principles; 2.4.2. Automation; 2.4.2.1. Automation of tie point measurement |
| 505 | 8 | 0 | |a 2.4.2.2. Semi-automation in measuring ground control points2.4.2.3. Exterior orientation of images and autocalibration; 2.4.3. Strategies for the orientation of all the images of a site; 2.4.4. Qualifying the orientation of images; 2.5. Production of 3D point clouds from images; 2.5.1. Definition and use of 3D point clouds; 2.5.2. Principle for the production of 3D point clouds by dense image matching; 2.5.2.1. Similarity function; 2.5.2.2. Image matching from the "image" space or from the "object" space; 2.5.2.3. Output data; 2.5.2.4. Typical pitfalls of image matching; 2.5.3. Optimization |
| 505 | 8 | 0 | |a 2.5.3.1. Hierarchical approach2.5.3.2. Global method and optimization; 2.5.3.3. Influence of parameters; 2.5.3.4. Scalability9; 2.5.4. Qualification of data produced; 2.5.5. Advantages and limits; 2.5.6. Other approaches to automatic image-based 3D reconstruction; 2.6. 3D drawing by stereo or multi-image plotting; 2.6.1. Definition and use of 3D drawing; 2.6.2. Principle of the production of a 3D drawing; 2.6.3. Qualification of 3D drawing; 2.7. The software offer in close-range photogrammetry; 2.8. Research prospects; 2.8.1. Production in near-real time; 2.8.2. Data crowdsourcing |
| 505 | 8 | 0 | |a 2.8.3. Automatic reconstruction of 3D vector models using images |
| 520 | |a Conventional topographic databases, obtained by capture on aerial or spatial images provide a simplified 3D modeling of our urban environment, answering the needs of numerous applications (development, risk prevention, mobility management, etc.). However, when we have to represent and analyze more complex sites (monuments, civil engineering works, archeological sites, etc.), these models no longer suffice and other acquisition and processing means have to be implemented. This book focuses on the study of adapted lifting means for "notable buildings". The methods tackled in this book cover lasergrammetry and the current techniques of dense correlation based on images using conventional photogrammetry. | ||
| 520 | |a Cover -- Title Page -- Copyright -- Contents -- Acknowledgements -- Introduction -- Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites -- 1.1. The current offer for high-resolution 3D data -- 1.2. Statement of requirements -- 1.2.1. Potentials -- 1.2.2. Conversion into building specifications -- 1.2.3. Technical survey specifications -- 1.3. Existing surveying methods -- 1.3.1. Existing acquisition methods -- 1.3.2. Example surveys -- 1.3.3. Survey control data -- 1.4. From building specifications to realization -- 1.4.1. Reconnaissance stage -- 1.4.2. Acquisition -- 1.4.3. Processing of data -- 1.5. Bibliography -- Chapter 2: 3D Digitization Using Images -- 2.1. History in France -- 2.2. Equipment -- 2.2.1. Equipment through the years -- 2.2.2. Modernization of equipment -- 2.2.3. Cameras -- 2.2.4. How do you measure with a camera? -- 2.2.4.1. Modeling the raw material: the image -- 2.2.4.2. Spatial resolution of images -- 2.2.4.3. Condition of collinearity: image formula -- 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation -- 2.2.4.5. Using images taken -- 2.3. Image acquisition -- 2.3.1. Characteristics of the images -- 2.3.1.1. Exposure -- 2.3.1.2. Sharpness -- 2.3.1.3. Image format -- 2.3.2. Traditional stereoscopic image survey -- 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds -- 2.3.4. Image surveying devices -- 2.3.4.1. Tripod, mast and pole -- 2.3.4.2. Panoramic head -- 2.3.4.3. Mobile acquisitions -- 2.3.4.3.1. Acquisitions from aircrafts -- 2.3.4.3.2. Ground-based mobile acquisitions -- 2.3.4.4. Video mode -- 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras -- 2.3.5. Survey control data -- 2.4. Image orientation -- 2.4.1. Principles -- 2.4.2. Automation -- 2.4.2.1. Automation of tie point measurement. | ||
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Cover; Title Page; Copyright; Contents; Acknowledgements; Introduction; Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites; 1.1. The current offer for high-resolution 3D data; 1.2. Statement of requirements; 1.2.1. Potentials; 1.2.2. Conversion into building specifications; 1.2.3. Technical survey specifications; 1.3. Existing surveying methods; 1.3.1. Existing acquisition methods; 1.3.2. Example surveys; 1.3.3. Survey control data; 1.4. From building specifications to realization; 1.4.1. Reconnaissance stage; 1.4.2. Acquisition; 1.4.3. Processing of data 1.5. BibliographyChapter 2: 3D Digitization Using Images; 2.1. History in France; 2.2. Equipment; 2.2.1. Equipment through the years; 2.2.2. Modernization of equipment; 2.2.3. Cameras; 2.2.4. How do you measure with a camera?; 2.2.4.1. Modeling the raw material: the image; 2.2.4.2. Spatial resolution of images; 2.2.4.3. Condition of collinearity: image formula; 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation; 2.2.4.5. Using images taken; 2.3. Image acquisition; 2.3.1. Characteristics of the images; 2.3.1.1. Exposure; 2.3.1.2. Sharpness 2.3.1.3. Image format2.3.2. Traditional stereoscopic image survey; 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds; 2.3.4. Image surveying devices; 2.3.4.1. Tripod, mast and pole; 2.3.4.2. Panoramic head; 2.3.4.3. Mobile acquisitions; 2.3.4.3.1. Acquisitions from aircrafts; 2.3.4.3.2. Ground-based mobile acquisitions; 2.3.4.4. Video mode; 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras; 2.3.5. Survey control data; 2.4. Image orientation; 2.4.1. Principles; 2.4.2. Automation; 2.4.2.1. Automation of tie point measurement 2.4.2.2. Semi-automation in measuring ground control points2.4.2.3. Exterior orientation of images and autocalibration; 2.4.3. Strategies for the orientation of all the images of a site; 2.4.4. Qualifying the orientation of images; 2.5. Production of 3D point clouds from images; 2.5.1. Definition and use of 3D point clouds; 2.5.2. Principle for the production of 3D point clouds by dense image matching; 2.5.2.1. Similarity function; 2.5.2.2. Image matching from the "image" space or from the "object" space; 2.5.2.3. Output data; 2.5.2.4. Typical pitfalls of image matching; 2.5.3. Optimization 2.5.3.1. Hierarchical approach2.5.3.2. Global method and optimization; 2.5.3.3. Influence of parameters; 2.5.3.4. Scalability9; 2.5.4. Qualification of data produced; 2.5.5. Advantages and limits; 2.5.6. Other approaches to automatic image-based 3D reconstruction; 2.6. 3D drawing by stereo or multi-image plotting; 2.6.1. Definition and use of 3D drawing; 2.6.2. Principle of the production of a 3D drawing; 2.6.3. Qualification of 3D drawing; 2.7. The software offer in close-range photogrammetry; 2.8. Research prospects; 2.8.1. Production in near-real time; 2.8.2. Data crowdsourcing 2.8.3. Automatic reconstruction of 3D vector models using images |
| spellingShingle |
Cover; Title Page; Copyright; Contents; Acknowledgements; Introduction; Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites; 1.1. The current offer for high-resolution 3D data; 1.2. Statement of requirements; 1.2.1. Potentials; 1.2.2. Conversion into building specifications; 1.2.3. Technical survey specifications; 1.3. Existing surveying methods; 1.3.1. Existing acquisition methods; 1.3.2. Example surveys; 1.3.3. Survey control data; 1.4. From building specifications to realization; 1.4.1. Reconnaissance stage; 1.4.2. Acquisition; 1.4.3. Processing of data 1.5. BibliographyChapter 2: 3D Digitization Using Images; 2.1. History in France; 2.2. Equipment; 2.2.1. Equipment through the years; 2.2.2. Modernization of equipment; 2.2.3. Cameras; 2.2.4. How do you measure with a camera?; 2.2.4.1. Modeling the raw material: the image; 2.2.4.2. Spatial resolution of images; 2.2.4.3. Condition of collinearity: image formula; 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation; 2.2.4.5. Using images taken; 2.3. Image acquisition; 2.3.1. Characteristics of the images; 2.3.1.1. Exposure; 2.3.1.2. Sharpness 2.3.1.3. Image format2.3.2. Traditional stereoscopic image survey; 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds; 2.3.4. Image surveying devices; 2.3.4.1. Tripod, mast and pole; 2.3.4.2. Panoramic head; 2.3.4.3. Mobile acquisitions; 2.3.4.3.1. Acquisitions from aircrafts; 2.3.4.3.2. Ground-based mobile acquisitions; 2.3.4.4. Video mode; 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras; 2.3.5. Survey control data; 2.4. Image orientation; 2.4.1. Principles; 2.4.2. Automation; 2.4.2.1. Automation of tie point measurement 2.4.2.2. Semi-automation in measuring ground control points2.4.2.3. Exterior orientation of images and autocalibration; 2.4.3. Strategies for the orientation of all the images of a site; 2.4.4. Qualifying the orientation of images; 2.5. Production of 3D point clouds from images; 2.5.1. Definition and use of 3D point clouds; 2.5.2. Principle for the production of 3D point clouds by dense image matching; 2.5.2.1. Similarity function; 2.5.2.2. Image matching from the "image" space or from the "object" space; 2.5.2.3. Output data; 2.5.2.4. Typical pitfalls of image matching; 2.5.3. Optimization 2.5.3.1. Hierarchical approach2.5.3.2. Global method and optimization; 2.5.3.3. Influence of parameters; 2.5.3.4. Scalability9; 2.5.4. Qualification of data produced; 2.5.5. Advantages and limits; 2.5.6. Other approaches to automatic image-based 3D reconstruction; 2.6. 3D drawing by stereo or multi-image plotting; 2.6.1. Definition and use of 3D drawing; 2.6.2. Principle of the production of a 3D drawing; 2.6.3. Qualification of 3D drawing; 2.7. The software offer in close-range photogrammetry; 2.8. Research prospects; 2.8.1. Production in near-real time; 2.8.2. Data crowdsourcing 2.8.3. Automatic reconstruction of 3D vector models using images Héno, Raphaële misc T385 ddc 006.6 ddc 720.2856693 ddc 006.696 misc Three-dimensional imaging in architecture misc Architectural surveys misc Three-dimensional modeling misc Electronic books 3D modeling of buildings outstanding sites |
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3D modeling of buildings outstanding sites |
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Conventional topographic databases, obtained by capture on aerial or spatial images provide a simplified 3D modeling of our urban environment, answering the needs of numerous applications (development, risk prevention, mobility management, etc.). However, when we have to represent and analyze more complex sites (monuments, civil engineering works, archeological sites, etc.), these models no longer suffice and other acquisition and processing means have to be implemented. This book focuses on the study of adapted lifting means for "notable buildings". The methods tackled in this book cover lasergrammetry and the current techniques of dense correlation based on images using conventional photogrammetry. Cover -- Title Page -- Copyright -- Contents -- Acknowledgements -- Introduction -- Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites -- 1.1. The current offer for high-resolution 3D data -- 1.2. Statement of requirements -- 1.2.1. Potentials -- 1.2.2. Conversion into building specifications -- 1.2.3. Technical survey specifications -- 1.3. Existing surveying methods -- 1.3.1. Existing acquisition methods -- 1.3.2. Example surveys -- 1.3.3. Survey control data -- 1.4. From building specifications to realization -- 1.4.1. Reconnaissance stage -- 1.4.2. Acquisition -- 1.4.3. Processing of data -- 1.5. Bibliography -- Chapter 2: 3D Digitization Using Images -- 2.1. History in France -- 2.2. Equipment -- 2.2.1. Equipment through the years -- 2.2.2. Modernization of equipment -- 2.2.3. Cameras -- 2.2.4. How do you measure with a camera? -- 2.2.4.1. Modeling the raw material: the image -- 2.2.4.2. Spatial resolution of images -- 2.2.4.3. Condition of collinearity: image formula -- 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation -- 2.2.4.5. Using images taken -- 2.3. Image acquisition -- 2.3.1. Characteristics of the images -- 2.3.1.1. Exposure -- 2.3.1.2. Sharpness -- 2.3.1.3. Image format -- 2.3.2. Traditional stereoscopic image survey -- 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds -- 2.3.4. Image surveying devices -- 2.3.4.1. Tripod, mast and pole -- 2.3.4.2. Panoramic head -- 2.3.4.3. Mobile acquisitions -- 2.3.4.3.1. Acquisitions from aircrafts -- 2.3.4.3.2. Ground-based mobile acquisitions -- 2.3.4.4. Video mode -- 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras -- 2.3.5. Survey control data -- 2.4. Image orientation -- 2.4.1. Principles -- 2.4.2. Automation -- 2.4.2.1. Automation of tie point measurement. Includes bibliographical references and index. - Description based on print version record |
| abstractGer |
Conventional topographic databases, obtained by capture on aerial or spatial images provide a simplified 3D modeling of our urban environment, answering the needs of numerous applications (development, risk prevention, mobility management, etc.). However, when we have to represent and analyze more complex sites (monuments, civil engineering works, archeological sites, etc.), these models no longer suffice and other acquisition and processing means have to be implemented. This book focuses on the study of adapted lifting means for "notable buildings". The methods tackled in this book cover lasergrammetry and the current techniques of dense correlation based on images using conventional photogrammetry. Cover -- Title Page -- Copyright -- Contents -- Acknowledgements -- Introduction -- Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites -- 1.1. The current offer for high-resolution 3D data -- 1.2. Statement of requirements -- 1.2.1. Potentials -- 1.2.2. Conversion into building specifications -- 1.2.3. Technical survey specifications -- 1.3. Existing surveying methods -- 1.3.1. Existing acquisition methods -- 1.3.2. Example surveys -- 1.3.3. Survey control data -- 1.4. From building specifications to realization -- 1.4.1. Reconnaissance stage -- 1.4.2. Acquisition -- 1.4.3. Processing of data -- 1.5. Bibliography -- Chapter 2: 3D Digitization Using Images -- 2.1. History in France -- 2.2. Equipment -- 2.2.1. Equipment through the years -- 2.2.2. Modernization of equipment -- 2.2.3. Cameras -- 2.2.4. How do you measure with a camera? -- 2.2.4.1. Modeling the raw material: the image -- 2.2.4.2. Spatial resolution of images -- 2.2.4.3. Condition of collinearity: image formula -- 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation -- 2.2.4.5. Using images taken -- 2.3. Image acquisition -- 2.3.1. Characteristics of the images -- 2.3.1.1. Exposure -- 2.3.1.2. Sharpness -- 2.3.1.3. Image format -- 2.3.2. Traditional stereoscopic image survey -- 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds -- 2.3.4. Image surveying devices -- 2.3.4.1. Tripod, mast and pole -- 2.3.4.2. Panoramic head -- 2.3.4.3. Mobile acquisitions -- 2.3.4.3.1. Acquisitions from aircrafts -- 2.3.4.3.2. Ground-based mobile acquisitions -- 2.3.4.4. Video mode -- 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras -- 2.3.5. Survey control data -- 2.4. Image orientation -- 2.4.1. Principles -- 2.4.2. Automation -- 2.4.2.1. Automation of tie point measurement. Includes bibliographical references and index. - Description based on print version record |
| abstract_unstemmed |
Conventional topographic databases, obtained by capture on aerial or spatial images provide a simplified 3D modeling of our urban environment, answering the needs of numerous applications (development, risk prevention, mobility management, etc.). However, when we have to represent and analyze more complex sites (monuments, civil engineering works, archeological sites, etc.), these models no longer suffice and other acquisition and processing means have to be implemented. This book focuses on the study of adapted lifting means for "notable buildings". The methods tackled in this book cover lasergrammetry and the current techniques of dense correlation based on images using conventional photogrammetry. Cover -- Title Page -- Copyright -- Contents -- Acknowledgements -- Introduction -- Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites -- 1.1. The current offer for high-resolution 3D data -- 1.2. Statement of requirements -- 1.2.1. Potentials -- 1.2.2. Conversion into building specifications -- 1.2.3. Technical survey specifications -- 1.3. Existing surveying methods -- 1.3.1. Existing acquisition methods -- 1.3.2. Example surveys -- 1.3.3. Survey control data -- 1.4. From building specifications to realization -- 1.4.1. Reconnaissance stage -- 1.4.2. Acquisition -- 1.4.3. Processing of data -- 1.5. Bibliography -- Chapter 2: 3D Digitization Using Images -- 2.1. History in France -- 2.2. Equipment -- 2.2.1. Equipment through the years -- 2.2.2. Modernization of equipment -- 2.2.3. Cameras -- 2.2.4. How do you measure with a camera? -- 2.2.4.1. Modeling the raw material: the image -- 2.2.4.2. Spatial resolution of images -- 2.2.4.3. Condition of collinearity: image formula -- 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation -- 2.2.4.5. Using images taken -- 2.3. Image acquisition -- 2.3.1. Characteristics of the images -- 2.3.1.1. Exposure -- 2.3.1.2. Sharpness -- 2.3.1.3. Image format -- 2.3.2. Traditional stereoscopic image survey -- 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds -- 2.3.4. Image surveying devices -- 2.3.4.1. Tripod, mast and pole -- 2.3.4.2. Panoramic head -- 2.3.4.3. Mobile acquisitions -- 2.3.4.3.1. Acquisitions from aircrafts -- 2.3.4.3.2. Ground-based mobile acquisitions -- 2.3.4.4. Video mode -- 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras -- 2.3.5. Survey control data -- 2.4. Image orientation -- 2.4.1. Principles -- 2.4.2. Automation -- 2.4.2.1. Automation of tie point measurement. Includes bibliographical references and index. - Description based on print version record |
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9781118648896 e-book 978-1-118-64889-6 9781848215368 978-1-84821-536-8 9781118648889 978-1-118-64888-9 (DE-627)1659340829 (DE-576)415418194 (DE-599)BSZ415418194 (OCoLC)894731922 (EBR)10899792 (EBR)10899792 (EBP)026727048 (EBL)EBC1752699 (EBC)EBC1752699 DE-627 ger DE-627 rakwb eng XA-GB T385 006.6 720.2856693 006.696 Héno, Raphaële verfasserin aut 3D modeling of buildings outstanding sites Raphae͏̈le Héno, Laure Chandelier Online-Ausg. London, England Hoboken, New Jersey iSTE 2014 Online-Ressource (1 online resource (221 pages)) illustrations, photographs. Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier FOCUS GIS and Territorial Intelligence Includes bibliographical references and index. - Description based on print version record Cover; Title Page; Copyright; Contents; Acknowledgements; Introduction; Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites; 1.1. The current offer for high-resolution 3D data; 1.2. Statement of requirements; 1.2.1. Potentials; 1.2.2. Conversion into building specifications; 1.2.3. Technical survey specifications; 1.3. Existing surveying methods; 1.3.1. Existing acquisition methods; 1.3.2. Example surveys; 1.3.3. Survey control data; 1.4. From building specifications to realization; 1.4.1. Reconnaissance stage; 1.4.2. Acquisition; 1.4.3. Processing of data 1.5. BibliographyChapter 2: 3D Digitization Using Images; 2.1. History in France; 2.2. Equipment; 2.2.1. Equipment through the years; 2.2.2. Modernization of equipment; 2.2.3. Cameras; 2.2.4. How do you measure with a camera?; 2.2.4.1. Modeling the raw material: the image; 2.2.4.2. Spatial resolution of images; 2.2.4.3. Condition of collinearity: image formula; 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation; 2.2.4.5. Using images taken; 2.3. Image acquisition; 2.3.1. Characteristics of the images; 2.3.1.1. Exposure; 2.3.1.2. Sharpness 2.3.1.3. Image format2.3.2. Traditional stereoscopic image survey; 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds; 2.3.4. Image surveying devices; 2.3.4.1. Tripod, mast and pole; 2.3.4.2. Panoramic head; 2.3.4.3. Mobile acquisitions; 2.3.4.3.1. Acquisitions from aircrafts; 2.3.4.3.2. Ground-based mobile acquisitions; 2.3.4.4. Video mode; 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras; 2.3.5. Survey control data; 2.4. Image orientation; 2.4.1. Principles; 2.4.2. Automation; 2.4.2.1. Automation of tie point measurement 2.4.2.2. Semi-automation in measuring ground control points2.4.2.3. Exterior orientation of images and autocalibration; 2.4.3. Strategies for the orientation of all the images of a site; 2.4.4. Qualifying the orientation of images; 2.5. Production of 3D point clouds from images; 2.5.1. Definition and use of 3D point clouds; 2.5.2. Principle for the production of 3D point clouds by dense image matching; 2.5.2.1. Similarity function; 2.5.2.2. Image matching from the "image" space or from the "object" space; 2.5.2.3. Output data; 2.5.2.4. Typical pitfalls of image matching; 2.5.3. Optimization 2.5.3.1. Hierarchical approach2.5.3.2. Global method and optimization; 2.5.3.3. Influence of parameters; 2.5.3.4. Scalability9; 2.5.4. Qualification of data produced; 2.5.5. Advantages and limits; 2.5.6. Other approaches to automatic image-based 3D reconstruction; 2.6. 3D drawing by stereo or multi-image plotting; 2.6.1. Definition and use of 3D drawing; 2.6.2. Principle of the production of a 3D drawing; 2.6.3. Qualification of 3D drawing; 2.7. The software offer in close-range photogrammetry; 2.8. Research prospects; 2.8.1. Production in near-real time; 2.8.2. Data crowdsourcing 2.8.3. Automatic reconstruction of 3D vector models using images Conventional topographic databases, obtained by capture on aerial or spatial images provide a simplified 3D modeling of our urban environment, answering the needs of numerous applications (development, risk prevention, mobility management, etc.). However, when we have to represent and analyze more complex sites (monuments, civil engineering works, archeological sites, etc.), these models no longer suffice and other acquisition and processing means have to be implemented. This book focuses on the study of adapted lifting means for "notable buildings". The methods tackled in this book cover lasergrammetry and the current techniques of dense correlation based on images using conventional photogrammetry. Cover -- Title Page -- Copyright -- Contents -- Acknowledgements -- Introduction -- Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites -- 1.1. The current offer for high-resolution 3D data -- 1.2. Statement of requirements -- 1.2.1. Potentials -- 1.2.2. Conversion into building specifications -- 1.2.3. Technical survey specifications -- 1.3. Existing surveying methods -- 1.3.1. Existing acquisition methods -- 1.3.2. Example surveys -- 1.3.3. Survey control data -- 1.4. From building specifications to realization -- 1.4.1. Reconnaissance stage -- 1.4.2. Acquisition -- 1.4.3. Processing of data -- 1.5. Bibliography -- Chapter 2: 3D Digitization Using Images -- 2.1. History in France -- 2.2. Equipment -- 2.2.1. Equipment through the years -- 2.2.2. Modernization of equipment -- 2.2.3. Cameras -- 2.2.4. How do you measure with a camera? -- 2.2.4.1. Modeling the raw material: the image -- 2.2.4.2. Spatial resolution of images -- 2.2.4.3. Condition of collinearity: image formula -- 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation -- 2.2.4.5. Using images taken -- 2.3. Image acquisition -- 2.3.1. Characteristics of the images -- 2.3.1.1. Exposure -- 2.3.1.2. Sharpness -- 2.3.1.3. Image format -- 2.3.2. Traditional stereoscopic image survey -- 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds -- 2.3.4. Image surveying devices -- 2.3.4.1. Tripod, mast and pole -- 2.3.4.2. Panoramic head -- 2.3.4.3. Mobile acquisitions -- 2.3.4.3.1. Acquisitions from aircrafts -- 2.3.4.3.2. Ground-based mobile acquisitions -- 2.3.4.4. Video mode -- 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras -- 2.3.5. Survey control data -- 2.4. Image orientation -- 2.4.1. Principles -- 2.4.2. Automation -- 2.4.2.1. Automation of tie point measurement. Three-dimensional imaging in architecture Architectural surveys Three-dimensional modeling Three-dimensional modeling Electronic books Architectural surveys Three-dimensional imaging in architecture Electronic books Electronic books Chandelier, Laure author oth 9781118648889 Erscheint auch als Druck-Ausgabe 9781118648889 http://site.ebrary.com/lib/alltitles/Doc?id=10899792 Aggregator Volltext https://ebookcentral.proquest.com/lib/kxp/detail.action?docID=1752699 X:EBC Verlag lizenzpflichtig Volltext (DE-627)791488551 ZDB-38-EBR ZDB-30-PAD ZDB-30-PQE GBV_ILN_24 ISIL_DE-8 SYSFLAG_1 GBV_KXP GBV_ILN_39 ISIL_DE-547 GBV_ILN_60 ISIL_DE-705 GBV_ILN_65 ISIL_DE-3 GBV_ILN_206 ISIL_DE-Brg3 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2026 ISIL_DE-100 GBV_ILN_2108 ISIL_DE-991 GBV ExPruef BO 045F 006.6 045F 720.2856693 045F 006.696 24 01 0008 3647720569 00 --%%-- --%%-- s --%%-- olr-mieteebc Vervielfältigungen (z.B. 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Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 12-01-24 60 02 0705 4451341949 00 --%%-- --%%-- s --%%-- Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 09-01-24 65 01 0003 3739412925 Proquest-AcadCompl Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. 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Kein systematisches Downloaden durch Robots. i z 28-01-15 2026 01 DE-100 3685453173 00 --%%-- --%%-- --%%-- k l01 10-06-20 2108 01 DE-991 3408939608 00 --%%-- eBook Ebrary --%%-- n Elektronischer Volltext - Campuslizenz l01 08-09-14 24 01 0008 https://ebookcentral.proquest.com/lib/christianalbrechts/detail.action?docID=1752699 24 02 0008 https://ebookcentral.proquest.com/lib/christianalbrechts/detail.action?docID=1752699 39 01 0547 https://ebookcentral.proquest.com/lib/ufb/detail.action?docID=1752699 39 02 0547 https://ebookcentral.proquest.com/lib/ufb/detail.action?docID=1752699 60 01 0705 https://ebookcentral.proquest.com/lib/helmutschmidt/detail.action?docID=1752699 60 02 0705 https://ebookcentral.proquest.com/lib/helmutschmidt/detail.action?docID=1752699 65 01 0003 https://ebookcentral.proquest.com/lib/ulbhalle-ebooks/detail.action?docID=1752699 206 01 3350 Full Text only for ThHf affiliates https://thh-friedensau.idm.oclc.org/login?url=http://ebookcentral.proquest.com/lib/thhfriedensau/detail.action?docID=1752699 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich http://onlinelibrary.wiley.com/book/10.1002/9781118648889 2026 01 DE-100 https://ebookcentral.proquest.com/lib/ubhohenheim/detail.action?docID=1752699 2108 01 DE-991 http://site.ebrary.com/lib/hsalbsig/Doc?id=10899792 39 01 0547 z10288o 39 02 0547 z10288o 370 01 4370 O15-0055 24 01 0008 olr-mieteebc 24 02 0008 olr-mieteebc 39 01 0547 Proquest_AC 39 01 0547 eb 39 02 0547 Proquest_AC 39 02 0547 eb 65 01 0003 Proquest-AcadCompl 206 01 3350 OLR-EBL 370 01 4370 olr-ebook Wiley 370 01 4370 2015.01.28 |
| spelling |
9781118648896 e-book 978-1-118-64889-6 9781848215368 978-1-84821-536-8 9781118648889 978-1-118-64888-9 (DE-627)1659340829 (DE-576)415418194 (DE-599)BSZ415418194 (OCoLC)894731922 (EBR)10899792 (EBR)10899792 (EBP)026727048 (EBL)EBC1752699 (EBC)EBC1752699 DE-627 ger DE-627 rakwb eng XA-GB T385 006.6 720.2856693 006.696 Héno, Raphaële verfasserin aut 3D modeling of buildings outstanding sites Raphae͏̈le Héno, Laure Chandelier Online-Ausg. London, England Hoboken, New Jersey iSTE 2014 Online-Ressource (1 online resource (221 pages)) illustrations, photographs. Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier FOCUS GIS and Territorial Intelligence Includes bibliographical references and index. - Description based on print version record Cover; Title Page; Copyright; Contents; Acknowledgements; Introduction; Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites; 1.1. The current offer for high-resolution 3D data; 1.2. Statement of requirements; 1.2.1. Potentials; 1.2.2. Conversion into building specifications; 1.2.3. Technical survey specifications; 1.3. Existing surveying methods; 1.3.1. Existing acquisition methods; 1.3.2. Example surveys; 1.3.3. Survey control data; 1.4. From building specifications to realization; 1.4.1. Reconnaissance stage; 1.4.2. Acquisition; 1.4.3. Processing of data 1.5. BibliographyChapter 2: 3D Digitization Using Images; 2.1. History in France; 2.2. Equipment; 2.2.1. Equipment through the years; 2.2.2. Modernization of equipment; 2.2.3. Cameras; 2.2.4. How do you measure with a camera?; 2.2.4.1. Modeling the raw material: the image; 2.2.4.2. Spatial resolution of images; 2.2.4.3. Condition of collinearity: image formula; 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation; 2.2.4.5. Using images taken; 2.3. Image acquisition; 2.3.1. Characteristics of the images; 2.3.1.1. Exposure; 2.3.1.2. Sharpness 2.3.1.3. Image format2.3.2. Traditional stereoscopic image survey; 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds; 2.3.4. Image surveying devices; 2.3.4.1. Tripod, mast and pole; 2.3.4.2. Panoramic head; 2.3.4.3. Mobile acquisitions; 2.3.4.3.1. Acquisitions from aircrafts; 2.3.4.3.2. Ground-based mobile acquisitions; 2.3.4.4. Video mode; 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras; 2.3.5. Survey control data; 2.4. Image orientation; 2.4.1. Principles; 2.4.2. Automation; 2.4.2.1. Automation of tie point measurement 2.4.2.2. Semi-automation in measuring ground control points2.4.2.3. Exterior orientation of images and autocalibration; 2.4.3. Strategies for the orientation of all the images of a site; 2.4.4. Qualifying the orientation of images; 2.5. Production of 3D point clouds from images; 2.5.1. Definition and use of 3D point clouds; 2.5.2. Principle for the production of 3D point clouds by dense image matching; 2.5.2.1. Similarity function; 2.5.2.2. Image matching from the "image" space or from the "object" space; 2.5.2.3. Output data; 2.5.2.4. Typical pitfalls of image matching; 2.5.3. Optimization 2.5.3.1. Hierarchical approach2.5.3.2. Global method and optimization; 2.5.3.3. Influence of parameters; 2.5.3.4. Scalability9; 2.5.4. Qualification of data produced; 2.5.5. Advantages and limits; 2.5.6. Other approaches to automatic image-based 3D reconstruction; 2.6. 3D drawing by stereo or multi-image plotting; 2.6.1. Definition and use of 3D drawing; 2.6.2. Principle of the production of a 3D drawing; 2.6.3. Qualification of 3D drawing; 2.7. The software offer in close-range photogrammetry; 2.8. Research prospects; 2.8.1. Production in near-real time; 2.8.2. Data crowdsourcing 2.8.3. Automatic reconstruction of 3D vector models using images Conventional topographic databases, obtained by capture on aerial or spatial images provide a simplified 3D modeling of our urban environment, answering the needs of numerous applications (development, risk prevention, mobility management, etc.). However, when we have to represent and analyze more complex sites (monuments, civil engineering works, archeological sites, etc.), these models no longer suffice and other acquisition and processing means have to be implemented. This book focuses on the study of adapted lifting means for "notable buildings". The methods tackled in this book cover lasergrammetry and the current techniques of dense correlation based on images using conventional photogrammetry. Cover -- Title Page -- Copyright -- Contents -- Acknowledgements -- Introduction -- Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites -- 1.1. The current offer for high-resolution 3D data -- 1.2. Statement of requirements -- 1.2.1. Potentials -- 1.2.2. Conversion into building specifications -- 1.2.3. Technical survey specifications -- 1.3. Existing surveying methods -- 1.3.1. Existing acquisition methods -- 1.3.2. Example surveys -- 1.3.3. Survey control data -- 1.4. From building specifications to realization -- 1.4.1. Reconnaissance stage -- 1.4.2. Acquisition -- 1.4.3. Processing of data -- 1.5. Bibliography -- Chapter 2: 3D Digitization Using Images -- 2.1. History in France -- 2.2. Equipment -- 2.2.1. Equipment through the years -- 2.2.2. Modernization of equipment -- 2.2.3. Cameras -- 2.2.4. How do you measure with a camera? -- 2.2.4.1. Modeling the raw material: the image -- 2.2.4.2. Spatial resolution of images -- 2.2.4.3. Condition of collinearity: image formula -- 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation -- 2.2.4.5. Using images taken -- 2.3. Image acquisition -- 2.3.1. Characteristics of the images -- 2.3.1.1. Exposure -- 2.3.1.2. Sharpness -- 2.3.1.3. Image format -- 2.3.2. Traditional stereoscopic image survey -- 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds -- 2.3.4. Image surveying devices -- 2.3.4.1. Tripod, mast and pole -- 2.3.4.2. Panoramic head -- 2.3.4.3. Mobile acquisitions -- 2.3.4.3.1. Acquisitions from aircrafts -- 2.3.4.3.2. Ground-based mobile acquisitions -- 2.3.4.4. Video mode -- 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras -- 2.3.5. Survey control data -- 2.4. Image orientation -- 2.4.1. Principles -- 2.4.2. Automation -- 2.4.2.1. Automation of tie point measurement. Three-dimensional imaging in architecture Architectural surveys Three-dimensional modeling Three-dimensional modeling Electronic books Architectural surveys Three-dimensional imaging in architecture Electronic books Electronic books Chandelier, Laure author oth 9781118648889 Erscheint auch als Druck-Ausgabe 9781118648889 http://site.ebrary.com/lib/alltitles/Doc?id=10899792 Aggregator Volltext https://ebookcentral.proquest.com/lib/kxp/detail.action?docID=1752699 X:EBC Verlag lizenzpflichtig Volltext (DE-627)791488551 ZDB-38-EBR ZDB-30-PAD ZDB-30-PQE GBV_ILN_24 ISIL_DE-8 SYSFLAG_1 GBV_KXP GBV_ILN_39 ISIL_DE-547 GBV_ILN_60 ISIL_DE-705 GBV_ILN_65 ISIL_DE-3 GBV_ILN_206 ISIL_DE-Brg3 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2026 ISIL_DE-100 GBV_ILN_2108 ISIL_DE-991 GBV ExPruef BO 045F 006.6 045F 720.2856693 045F 006.696 24 01 0008 3647720569 00 --%%-- --%%-- s --%%-- olr-mieteebc Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Zugriff auf den Volltext nur für Universitätsangehörige innerhalb des Netzes der Universität Kiel (Campuslizenz). z 30-04-20 24 02 0008 3641557860 00 --%%-- --%%-- s --%%-- olr-mieteebc Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Zugriff auf den Volltext nur für Universitätsangehörige innerhalb des Netzes der Universität Kiel (Campuslizenz). z 28-04-20 39 01 0547 4457623881 00 --%%-- --%%-- s --%%-- Proquest_AC pq ke 13-01-24 39 02 0547 445474050X 00 --%%-- --%%-- s --%%-- Proquest_AC pq ke 11-01-24 60 01 0705 4456960000 00 --%%-- --%%-- s --%%-- Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 12-01-24 60 02 0705 4451341949 00 --%%-- --%%-- s --%%-- Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 09-01-24 65 01 0003 3739412925 Proquest-AcadCompl Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. k3o 13-08-20 206 01 3350 4514008176 00 --%%-- Online-Ressource --%%-- --%%-- OLR-EBL If you are a ThHF affiliate and the E-Book is not fully accessible, please send us a purchase or short time loan request. All others: Inter-library loans and guest access on campus premises is not possible. zh 20-04-24 370 01 4370 1520253354 olr-ebook Wiley Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 28-01-15 2026 01 DE-100 3685453173 00 --%%-- --%%-- --%%-- k l01 10-06-20 2108 01 DE-991 3408939608 00 --%%-- eBook Ebrary --%%-- n Elektronischer Volltext - Campuslizenz l01 08-09-14 24 01 0008 https://ebookcentral.proquest.com/lib/christianalbrechts/detail.action?docID=1752699 24 02 0008 https://ebookcentral.proquest.com/lib/christianalbrechts/detail.action?docID=1752699 39 01 0547 https://ebookcentral.proquest.com/lib/ufb/detail.action?docID=1752699 39 02 0547 https://ebookcentral.proquest.com/lib/ufb/detail.action?docID=1752699 60 01 0705 https://ebookcentral.proquest.com/lib/helmutschmidt/detail.action?docID=1752699 60 02 0705 https://ebookcentral.proquest.com/lib/helmutschmidt/detail.action?docID=1752699 65 01 0003 https://ebookcentral.proquest.com/lib/ulbhalle-ebooks/detail.action?docID=1752699 206 01 3350 Full Text only for ThHf affiliates https://thh-friedensau.idm.oclc.org/login?url=http://ebookcentral.proquest.com/lib/thhfriedensau/detail.action?docID=1752699 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich http://onlinelibrary.wiley.com/book/10.1002/9781118648889 2026 01 DE-100 https://ebookcentral.proquest.com/lib/ubhohenheim/detail.action?docID=1752699 2108 01 DE-991 http://site.ebrary.com/lib/hsalbsig/Doc?id=10899792 39 01 0547 z10288o 39 02 0547 z10288o 370 01 4370 O15-0055 24 01 0008 olr-mieteebc 24 02 0008 olr-mieteebc 39 01 0547 Proquest_AC 39 01 0547 eb 39 02 0547 Proquest_AC 39 02 0547 eb 65 01 0003 Proquest-AcadCompl 206 01 3350 OLR-EBL 370 01 4370 olr-ebook Wiley 370 01 4370 2015.01.28 |
| allfields_unstemmed |
9781118648896 e-book 978-1-118-64889-6 9781848215368 978-1-84821-536-8 9781118648889 978-1-118-64888-9 (DE-627)1659340829 (DE-576)415418194 (DE-599)BSZ415418194 (OCoLC)894731922 (EBR)10899792 (EBR)10899792 (EBP)026727048 (EBL)EBC1752699 (EBC)EBC1752699 DE-627 ger DE-627 rakwb eng XA-GB T385 006.6 720.2856693 006.696 Héno, Raphaële verfasserin aut 3D modeling of buildings outstanding sites Raphae͏̈le Héno, Laure Chandelier Online-Ausg. London, England Hoboken, New Jersey iSTE 2014 Online-Ressource (1 online resource (221 pages)) illustrations, photographs. Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier FOCUS GIS and Territorial Intelligence Includes bibliographical references and index. - Description based on print version record Cover; Title Page; Copyright; Contents; Acknowledgements; Introduction; Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites; 1.1. The current offer for high-resolution 3D data; 1.2. Statement of requirements; 1.2.1. Potentials; 1.2.2. Conversion into building specifications; 1.2.3. Technical survey specifications; 1.3. Existing surveying methods; 1.3.1. Existing acquisition methods; 1.3.2. Example surveys; 1.3.3. Survey control data; 1.4. From building specifications to realization; 1.4.1. Reconnaissance stage; 1.4.2. Acquisition; 1.4.3. Processing of data 1.5. BibliographyChapter 2: 3D Digitization Using Images; 2.1. History in France; 2.2. Equipment; 2.2.1. Equipment through the years; 2.2.2. Modernization of equipment; 2.2.3. Cameras; 2.2.4. How do you measure with a camera?; 2.2.4.1. Modeling the raw material: the image; 2.2.4.2. Spatial resolution of images; 2.2.4.3. Condition of collinearity: image formula; 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation; 2.2.4.5. Using images taken; 2.3. Image acquisition; 2.3.1. Characteristics of the images; 2.3.1.1. Exposure; 2.3.1.2. Sharpness 2.3.1.3. Image format2.3.2. Traditional stereoscopic image survey; 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds; 2.3.4. Image surveying devices; 2.3.4.1. Tripod, mast and pole; 2.3.4.2. Panoramic head; 2.3.4.3. Mobile acquisitions; 2.3.4.3.1. Acquisitions from aircrafts; 2.3.4.3.2. Ground-based mobile acquisitions; 2.3.4.4. Video mode; 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras; 2.3.5. Survey control data; 2.4. Image orientation; 2.4.1. Principles; 2.4.2. Automation; 2.4.2.1. Automation of tie point measurement 2.4.2.2. Semi-automation in measuring ground control points2.4.2.3. Exterior orientation of images and autocalibration; 2.4.3. Strategies for the orientation of all the images of a site; 2.4.4. Qualifying the orientation of images; 2.5. Production of 3D point clouds from images; 2.5.1. Definition and use of 3D point clouds; 2.5.2. Principle for the production of 3D point clouds by dense image matching; 2.5.2.1. Similarity function; 2.5.2.2. Image matching from the "image" space or from the "object" space; 2.5.2.3. Output data; 2.5.2.4. Typical pitfalls of image matching; 2.5.3. Optimization 2.5.3.1. Hierarchical approach2.5.3.2. Global method and optimization; 2.5.3.3. Influence of parameters; 2.5.3.4. Scalability9; 2.5.4. Qualification of data produced; 2.5.5. Advantages and limits; 2.5.6. Other approaches to automatic image-based 3D reconstruction; 2.6. 3D drawing by stereo or multi-image plotting; 2.6.1. Definition and use of 3D drawing; 2.6.2. Principle of the production of a 3D drawing; 2.6.3. Qualification of 3D drawing; 2.7. The software offer in close-range photogrammetry; 2.8. Research prospects; 2.8.1. Production in near-real time; 2.8.2. Data crowdsourcing 2.8.3. Automatic reconstruction of 3D vector models using images Conventional topographic databases, obtained by capture on aerial or spatial images provide a simplified 3D modeling of our urban environment, answering the needs of numerous applications (development, risk prevention, mobility management, etc.). However, when we have to represent and analyze more complex sites (monuments, civil engineering works, archeological sites, etc.), these models no longer suffice and other acquisition and processing means have to be implemented. This book focuses on the study of adapted lifting means for "notable buildings". The methods tackled in this book cover lasergrammetry and the current techniques of dense correlation based on images using conventional photogrammetry. Cover -- Title Page -- Copyright -- Contents -- Acknowledgements -- Introduction -- Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites -- 1.1. The current offer for high-resolution 3D data -- 1.2. Statement of requirements -- 1.2.1. Potentials -- 1.2.2. Conversion into building specifications -- 1.2.3. Technical survey specifications -- 1.3. Existing surveying methods -- 1.3.1. Existing acquisition methods -- 1.3.2. Example surveys -- 1.3.3. Survey control data -- 1.4. From building specifications to realization -- 1.4.1. Reconnaissance stage -- 1.4.2. Acquisition -- 1.4.3. Processing of data -- 1.5. Bibliography -- Chapter 2: 3D Digitization Using Images -- 2.1. History in France -- 2.2. Equipment -- 2.2.1. Equipment through the years -- 2.2.2. Modernization of equipment -- 2.2.3. Cameras -- 2.2.4. How do you measure with a camera? -- 2.2.4.1. Modeling the raw material: the image -- 2.2.4.2. Spatial resolution of images -- 2.2.4.3. Condition of collinearity: image formula -- 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation -- 2.2.4.5. Using images taken -- 2.3. Image acquisition -- 2.3.1. Characteristics of the images -- 2.3.1.1. Exposure -- 2.3.1.2. Sharpness -- 2.3.1.3. Image format -- 2.3.2. Traditional stereoscopic image survey -- 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds -- 2.3.4. Image surveying devices -- 2.3.4.1. Tripod, mast and pole -- 2.3.4.2. Panoramic head -- 2.3.4.3. Mobile acquisitions -- 2.3.4.3.1. Acquisitions from aircrafts -- 2.3.4.3.2. Ground-based mobile acquisitions -- 2.3.4.4. Video mode -- 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras -- 2.3.5. Survey control data -- 2.4. Image orientation -- 2.4.1. Principles -- 2.4.2. Automation -- 2.4.2.1. Automation of tie point measurement. Three-dimensional imaging in architecture Architectural surveys Three-dimensional modeling Three-dimensional modeling Electronic books Architectural surveys Three-dimensional imaging in architecture Electronic books Electronic books Chandelier, Laure author oth 9781118648889 Erscheint auch als Druck-Ausgabe 9781118648889 http://site.ebrary.com/lib/alltitles/Doc?id=10899792 Aggregator Volltext https://ebookcentral.proquest.com/lib/kxp/detail.action?docID=1752699 X:EBC Verlag lizenzpflichtig Volltext (DE-627)791488551 ZDB-38-EBR ZDB-30-PAD ZDB-30-PQE GBV_ILN_24 ISIL_DE-8 SYSFLAG_1 GBV_KXP GBV_ILN_39 ISIL_DE-547 GBV_ILN_60 ISIL_DE-705 GBV_ILN_65 ISIL_DE-3 GBV_ILN_206 ISIL_DE-Brg3 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2026 ISIL_DE-100 GBV_ILN_2108 ISIL_DE-991 GBV ExPruef BO 045F 006.6 045F 720.2856693 045F 006.696 24 01 0008 3647720569 00 --%%-- --%%-- s --%%-- olr-mieteebc Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Zugriff auf den Volltext nur für Universitätsangehörige innerhalb des Netzes der Universität Kiel (Campuslizenz). z 30-04-20 24 02 0008 3641557860 00 --%%-- --%%-- s --%%-- olr-mieteebc Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Zugriff auf den Volltext nur für Universitätsangehörige innerhalb des Netzes der Universität Kiel (Campuslizenz). z 28-04-20 39 01 0547 4457623881 00 --%%-- --%%-- s --%%-- Proquest_AC pq ke 13-01-24 39 02 0547 445474050X 00 --%%-- --%%-- s --%%-- Proquest_AC pq ke 11-01-24 60 01 0705 4456960000 00 --%%-- --%%-- s --%%-- Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 12-01-24 60 02 0705 4451341949 00 --%%-- --%%-- s --%%-- Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 09-01-24 65 01 0003 3739412925 Proquest-AcadCompl Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. k3o 13-08-20 206 01 3350 4514008176 00 --%%-- Online-Ressource --%%-- --%%-- OLR-EBL If you are a ThHF affiliate and the E-Book is not fully accessible, please send us a purchase or short time loan request. All others: Inter-library loans and guest access on campus premises is not possible. zh 20-04-24 370 01 4370 1520253354 olr-ebook Wiley Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 28-01-15 2026 01 DE-100 3685453173 00 --%%-- --%%-- --%%-- k l01 10-06-20 2108 01 DE-991 3408939608 00 --%%-- eBook Ebrary --%%-- n Elektronischer Volltext - Campuslizenz l01 08-09-14 24 01 0008 https://ebookcentral.proquest.com/lib/christianalbrechts/detail.action?docID=1752699 24 02 0008 https://ebookcentral.proquest.com/lib/christianalbrechts/detail.action?docID=1752699 39 01 0547 https://ebookcentral.proquest.com/lib/ufb/detail.action?docID=1752699 39 02 0547 https://ebookcentral.proquest.com/lib/ufb/detail.action?docID=1752699 60 01 0705 https://ebookcentral.proquest.com/lib/helmutschmidt/detail.action?docID=1752699 60 02 0705 https://ebookcentral.proquest.com/lib/helmutschmidt/detail.action?docID=1752699 65 01 0003 https://ebookcentral.proquest.com/lib/ulbhalle-ebooks/detail.action?docID=1752699 206 01 3350 Full Text only for ThHf affiliates https://thh-friedensau.idm.oclc.org/login?url=http://ebookcentral.proquest.com/lib/thhfriedensau/detail.action?docID=1752699 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich http://onlinelibrary.wiley.com/book/10.1002/9781118648889 2026 01 DE-100 https://ebookcentral.proquest.com/lib/ubhohenheim/detail.action?docID=1752699 2108 01 DE-991 http://site.ebrary.com/lib/hsalbsig/Doc?id=10899792 39 01 0547 z10288o 39 02 0547 z10288o 370 01 4370 O15-0055 24 01 0008 olr-mieteebc 24 02 0008 olr-mieteebc 39 01 0547 Proquest_AC 39 01 0547 eb 39 02 0547 Proquest_AC 39 02 0547 eb 65 01 0003 Proquest-AcadCompl 206 01 3350 OLR-EBL 370 01 4370 olr-ebook Wiley 370 01 4370 2015.01.28 |
| allfieldsGer |
9781118648896 e-book 978-1-118-64889-6 9781848215368 978-1-84821-536-8 9781118648889 978-1-118-64888-9 (DE-627)1659340829 (DE-576)415418194 (DE-599)BSZ415418194 (OCoLC)894731922 (EBR)10899792 (EBR)10899792 (EBP)026727048 (EBL)EBC1752699 (EBC)EBC1752699 DE-627 ger DE-627 rakwb eng XA-GB T385 006.6 720.2856693 006.696 Héno, Raphaële verfasserin aut 3D modeling of buildings outstanding sites Raphae͏̈le Héno, Laure Chandelier Online-Ausg. London, England Hoboken, New Jersey iSTE 2014 Online-Ressource (1 online resource (221 pages)) illustrations, photographs. Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier FOCUS GIS and Territorial Intelligence Includes bibliographical references and index. - Description based on print version record Cover; Title Page; Copyright; Contents; Acknowledgements; Introduction; Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites; 1.1. The current offer for high-resolution 3D data; 1.2. Statement of requirements; 1.2.1. Potentials; 1.2.2. Conversion into building specifications; 1.2.3. Technical survey specifications; 1.3. Existing surveying methods; 1.3.1. Existing acquisition methods; 1.3.2. Example surveys; 1.3.3. Survey control data; 1.4. From building specifications to realization; 1.4.1. Reconnaissance stage; 1.4.2. Acquisition; 1.4.3. Processing of data 1.5. BibliographyChapter 2: 3D Digitization Using Images; 2.1. History in France; 2.2. Equipment; 2.2.1. Equipment through the years; 2.2.2. Modernization of equipment; 2.2.3. Cameras; 2.2.4. How do you measure with a camera?; 2.2.4.1. Modeling the raw material: the image; 2.2.4.2. Spatial resolution of images; 2.2.4.3. Condition of collinearity: image formula; 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation; 2.2.4.5. Using images taken; 2.3. Image acquisition; 2.3.1. Characteristics of the images; 2.3.1.1. Exposure; 2.3.1.2. Sharpness 2.3.1.3. Image format2.3.2. Traditional stereoscopic image survey; 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds; 2.3.4. Image surveying devices; 2.3.4.1. Tripod, mast and pole; 2.3.4.2. Panoramic head; 2.3.4.3. Mobile acquisitions; 2.3.4.3.1. Acquisitions from aircrafts; 2.3.4.3.2. Ground-based mobile acquisitions; 2.3.4.4. Video mode; 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras; 2.3.5. Survey control data; 2.4. Image orientation; 2.4.1. Principles; 2.4.2. Automation; 2.4.2.1. Automation of tie point measurement 2.4.2.2. Semi-automation in measuring ground control points2.4.2.3. Exterior orientation of images and autocalibration; 2.4.3. Strategies for the orientation of all the images of a site; 2.4.4. Qualifying the orientation of images; 2.5. Production of 3D point clouds from images; 2.5.1. Definition and use of 3D point clouds; 2.5.2. Principle for the production of 3D point clouds by dense image matching; 2.5.2.1. Similarity function; 2.5.2.2. Image matching from the "image" space or from the "object" space; 2.5.2.3. Output data; 2.5.2.4. Typical pitfalls of image matching; 2.5.3. Optimization 2.5.3.1. Hierarchical approach2.5.3.2. Global method and optimization; 2.5.3.3. Influence of parameters; 2.5.3.4. Scalability9; 2.5.4. Qualification of data produced; 2.5.5. Advantages and limits; 2.5.6. Other approaches to automatic image-based 3D reconstruction; 2.6. 3D drawing by stereo or multi-image plotting; 2.6.1. Definition and use of 3D drawing; 2.6.2. Principle of the production of a 3D drawing; 2.6.3. Qualification of 3D drawing; 2.7. The software offer in close-range photogrammetry; 2.8. Research prospects; 2.8.1. Production in near-real time; 2.8.2. Data crowdsourcing 2.8.3. Automatic reconstruction of 3D vector models using images Conventional topographic databases, obtained by capture on aerial or spatial images provide a simplified 3D modeling of our urban environment, answering the needs of numerous applications (development, risk prevention, mobility management, etc.). However, when we have to represent and analyze more complex sites (monuments, civil engineering works, archeological sites, etc.), these models no longer suffice and other acquisition and processing means have to be implemented. This book focuses on the study of adapted lifting means for "notable buildings". The methods tackled in this book cover lasergrammetry and the current techniques of dense correlation based on images using conventional photogrammetry. Cover -- Title Page -- Copyright -- Contents -- Acknowledgements -- Introduction -- Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites -- 1.1. The current offer for high-resolution 3D data -- 1.2. Statement of requirements -- 1.2.1. Potentials -- 1.2.2. Conversion into building specifications -- 1.2.3. Technical survey specifications -- 1.3. Existing surveying methods -- 1.3.1. Existing acquisition methods -- 1.3.2. Example surveys -- 1.3.3. Survey control data -- 1.4. From building specifications to realization -- 1.4.1. Reconnaissance stage -- 1.4.2. Acquisition -- 1.4.3. Processing of data -- 1.5. Bibliography -- Chapter 2: 3D Digitization Using Images -- 2.1. History in France -- 2.2. Equipment -- 2.2.1. Equipment through the years -- 2.2.2. Modernization of equipment -- 2.2.3. Cameras -- 2.2.4. How do you measure with a camera? -- 2.2.4.1. Modeling the raw material: the image -- 2.2.4.2. Spatial resolution of images -- 2.2.4.3. Condition of collinearity: image formula -- 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation -- 2.2.4.5. Using images taken -- 2.3. Image acquisition -- 2.3.1. Characteristics of the images -- 2.3.1.1. Exposure -- 2.3.1.2. Sharpness -- 2.3.1.3. Image format -- 2.3.2. Traditional stereoscopic image survey -- 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds -- 2.3.4. Image surveying devices -- 2.3.4.1. Tripod, mast and pole -- 2.3.4.2. Panoramic head -- 2.3.4.3. Mobile acquisitions -- 2.3.4.3.1. Acquisitions from aircrafts -- 2.3.4.3.2. Ground-based mobile acquisitions -- 2.3.4.4. Video mode -- 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras -- 2.3.5. Survey control data -- 2.4. Image orientation -- 2.4.1. Principles -- 2.4.2. Automation -- 2.4.2.1. Automation of tie point measurement. Three-dimensional imaging in architecture Architectural surveys Three-dimensional modeling Three-dimensional modeling Electronic books Architectural surveys Three-dimensional imaging in architecture Electronic books Electronic books Chandelier, Laure author oth 9781118648889 Erscheint auch als Druck-Ausgabe 9781118648889 http://site.ebrary.com/lib/alltitles/Doc?id=10899792 Aggregator Volltext https://ebookcentral.proquest.com/lib/kxp/detail.action?docID=1752699 X:EBC Verlag lizenzpflichtig Volltext (DE-627)791488551 ZDB-38-EBR ZDB-30-PAD ZDB-30-PQE GBV_ILN_24 ISIL_DE-8 SYSFLAG_1 GBV_KXP GBV_ILN_39 ISIL_DE-547 GBV_ILN_60 ISIL_DE-705 GBV_ILN_65 ISIL_DE-3 GBV_ILN_206 ISIL_DE-Brg3 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2026 ISIL_DE-100 GBV_ILN_2108 ISIL_DE-991 GBV ExPruef BO 045F 006.6 045F 720.2856693 045F 006.696 24 01 0008 3647720569 00 --%%-- --%%-- s --%%-- olr-mieteebc Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Zugriff auf den Volltext nur für Universitätsangehörige innerhalb des Netzes der Universität Kiel (Campuslizenz). z 30-04-20 24 02 0008 3641557860 00 --%%-- --%%-- s --%%-- olr-mieteebc Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Zugriff auf den Volltext nur für Universitätsangehörige innerhalb des Netzes der Universität Kiel (Campuslizenz). z 28-04-20 39 01 0547 4457623881 00 --%%-- --%%-- s --%%-- Proquest_AC pq ke 13-01-24 39 02 0547 445474050X 00 --%%-- --%%-- s --%%-- Proquest_AC pq ke 11-01-24 60 01 0705 4456960000 00 --%%-- --%%-- s --%%-- Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 12-01-24 60 02 0705 4451341949 00 --%%-- --%%-- s --%%-- Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 09-01-24 65 01 0003 3739412925 Proquest-AcadCompl Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. k3o 13-08-20 206 01 3350 4514008176 00 --%%-- Online-Ressource --%%-- --%%-- OLR-EBL If you are a ThHF affiliate and the E-Book is not fully accessible, please send us a purchase or short time loan request. All others: Inter-library loans and guest access on campus premises is not possible. zh 20-04-24 370 01 4370 1520253354 olr-ebook Wiley Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 28-01-15 2026 01 DE-100 3685453173 00 --%%-- --%%-- --%%-- k l01 10-06-20 2108 01 DE-991 3408939608 00 --%%-- eBook Ebrary --%%-- n Elektronischer Volltext - Campuslizenz l01 08-09-14 24 01 0008 https://ebookcentral.proquest.com/lib/christianalbrechts/detail.action?docID=1752699 24 02 0008 https://ebookcentral.proquest.com/lib/christianalbrechts/detail.action?docID=1752699 39 01 0547 https://ebookcentral.proquest.com/lib/ufb/detail.action?docID=1752699 39 02 0547 https://ebookcentral.proquest.com/lib/ufb/detail.action?docID=1752699 60 01 0705 https://ebookcentral.proquest.com/lib/helmutschmidt/detail.action?docID=1752699 60 02 0705 https://ebookcentral.proquest.com/lib/helmutschmidt/detail.action?docID=1752699 65 01 0003 https://ebookcentral.proquest.com/lib/ulbhalle-ebooks/detail.action?docID=1752699 206 01 3350 Full Text only for ThHf affiliates https://thh-friedensau.idm.oclc.org/login?url=http://ebookcentral.proquest.com/lib/thhfriedensau/detail.action?docID=1752699 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich http://onlinelibrary.wiley.com/book/10.1002/9781118648889 2026 01 DE-100 https://ebookcentral.proquest.com/lib/ubhohenheim/detail.action?docID=1752699 2108 01 DE-991 http://site.ebrary.com/lib/hsalbsig/Doc?id=10899792 39 01 0547 z10288o 39 02 0547 z10288o 370 01 4370 O15-0055 24 01 0008 olr-mieteebc 24 02 0008 olr-mieteebc 39 01 0547 Proquest_AC 39 01 0547 eb 39 02 0547 Proquest_AC 39 02 0547 eb 65 01 0003 Proquest-AcadCompl 206 01 3350 OLR-EBL 370 01 4370 olr-ebook Wiley 370 01 4370 2015.01.28 |
| allfieldsSound |
9781118648896 e-book 978-1-118-64889-6 9781848215368 978-1-84821-536-8 9781118648889 978-1-118-64888-9 (DE-627)1659340829 (DE-576)415418194 (DE-599)BSZ415418194 (OCoLC)894731922 (EBR)10899792 (EBR)10899792 (EBP)026727048 (EBL)EBC1752699 (EBC)EBC1752699 DE-627 ger DE-627 rakwb eng XA-GB T385 006.6 720.2856693 006.696 Héno, Raphaële verfasserin aut 3D modeling of buildings outstanding sites Raphae͏̈le Héno, Laure Chandelier Online-Ausg. London, England Hoboken, New Jersey iSTE 2014 Online-Ressource (1 online resource (221 pages)) illustrations, photographs. Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier FOCUS GIS and Territorial Intelligence Includes bibliographical references and index. - Description based on print version record Cover; Title Page; Copyright; Contents; Acknowledgements; Introduction; Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites; 1.1. The current offer for high-resolution 3D data; 1.2. Statement of requirements; 1.2.1. Potentials; 1.2.2. Conversion into building specifications; 1.2.3. Technical survey specifications; 1.3. Existing surveying methods; 1.3.1. Existing acquisition methods; 1.3.2. Example surveys; 1.3.3. Survey control data; 1.4. From building specifications to realization; 1.4.1. Reconnaissance stage; 1.4.2. Acquisition; 1.4.3. Processing of data 1.5. BibliographyChapter 2: 3D Digitization Using Images; 2.1. History in France; 2.2. Equipment; 2.2.1. Equipment through the years; 2.2.2. Modernization of equipment; 2.2.3. Cameras; 2.2.4. How do you measure with a camera?; 2.2.4.1. Modeling the raw material: the image; 2.2.4.2. Spatial resolution of images; 2.2.4.3. Condition of collinearity: image formula; 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation; 2.2.4.5. Using images taken; 2.3. Image acquisition; 2.3.1. Characteristics of the images; 2.3.1.1. Exposure; 2.3.1.2. Sharpness 2.3.1.3. Image format2.3.2. Traditional stereoscopic image survey; 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds; 2.3.4. Image surveying devices; 2.3.4.1. Tripod, mast and pole; 2.3.4.2. Panoramic head; 2.3.4.3. Mobile acquisitions; 2.3.4.3.1. Acquisitions from aircrafts; 2.3.4.3.2. Ground-based mobile acquisitions; 2.3.4.4. Video mode; 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras; 2.3.5. Survey control data; 2.4. Image orientation; 2.4.1. Principles; 2.4.2. Automation; 2.4.2.1. Automation of tie point measurement 2.4.2.2. Semi-automation in measuring ground control points2.4.2.3. Exterior orientation of images and autocalibration; 2.4.3. Strategies for the orientation of all the images of a site; 2.4.4. Qualifying the orientation of images; 2.5. Production of 3D point clouds from images; 2.5.1. Definition and use of 3D point clouds; 2.5.2. Principle for the production of 3D point clouds by dense image matching; 2.5.2.1. Similarity function; 2.5.2.2. Image matching from the "image" space or from the "object" space; 2.5.2.3. Output data; 2.5.2.4. Typical pitfalls of image matching; 2.5.3. Optimization 2.5.3.1. Hierarchical approach2.5.3.2. Global method and optimization; 2.5.3.3. Influence of parameters; 2.5.3.4. Scalability9; 2.5.4. Qualification of data produced; 2.5.5. Advantages and limits; 2.5.6. Other approaches to automatic image-based 3D reconstruction; 2.6. 3D drawing by stereo or multi-image plotting; 2.6.1. Definition and use of 3D drawing; 2.6.2. Principle of the production of a 3D drawing; 2.6.3. Qualification of 3D drawing; 2.7. The software offer in close-range photogrammetry; 2.8. Research prospects; 2.8.1. Production in near-real time; 2.8.2. Data crowdsourcing 2.8.3. Automatic reconstruction of 3D vector models using images Conventional topographic databases, obtained by capture on aerial or spatial images provide a simplified 3D modeling of our urban environment, answering the needs of numerous applications (development, risk prevention, mobility management, etc.). However, when we have to represent and analyze more complex sites (monuments, civil engineering works, archeological sites, etc.), these models no longer suffice and other acquisition and processing means have to be implemented. This book focuses on the study of adapted lifting means for "notable buildings". The methods tackled in this book cover lasergrammetry and the current techniques of dense correlation based on images using conventional photogrammetry. Cover -- Title Page -- Copyright -- Contents -- Acknowledgements -- Introduction -- Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites -- 1.1. The current offer for high-resolution 3D data -- 1.2. Statement of requirements -- 1.2.1. Potentials -- 1.2.2. Conversion into building specifications -- 1.2.3. Technical survey specifications -- 1.3. Existing surveying methods -- 1.3.1. Existing acquisition methods -- 1.3.2. Example surveys -- 1.3.3. Survey control data -- 1.4. From building specifications to realization -- 1.4.1. Reconnaissance stage -- 1.4.2. Acquisition -- 1.4.3. Processing of data -- 1.5. Bibliography -- Chapter 2: 3D Digitization Using Images -- 2.1. History in France -- 2.2. Equipment -- 2.2.1. Equipment through the years -- 2.2.2. Modernization of equipment -- 2.2.3. Cameras -- 2.2.4. How do you measure with a camera? -- 2.2.4.1. Modeling the raw material: the image -- 2.2.4.2. Spatial resolution of images -- 2.2.4.3. Condition of collinearity: image formula -- 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation -- 2.2.4.5. Using images taken -- 2.3. Image acquisition -- 2.3.1. Characteristics of the images -- 2.3.1.1. Exposure -- 2.3.1.2. Sharpness -- 2.3.1.3. Image format -- 2.3.2. Traditional stereoscopic image survey -- 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds -- 2.3.4. Image surveying devices -- 2.3.4.1. Tripod, mast and pole -- 2.3.4.2. Panoramic head -- 2.3.4.3. Mobile acquisitions -- 2.3.4.3.1. Acquisitions from aircrafts -- 2.3.4.3.2. Ground-based mobile acquisitions -- 2.3.4.4. Video mode -- 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras -- 2.3.5. Survey control data -- 2.4. Image orientation -- 2.4.1. Principles -- 2.4.2. Automation -- 2.4.2.1. Automation of tie point measurement. Three-dimensional imaging in architecture Architectural surveys Three-dimensional modeling Three-dimensional modeling Electronic books Architectural surveys Three-dimensional imaging in architecture Electronic books Electronic books Chandelier, Laure author oth 9781118648889 Erscheint auch als Druck-Ausgabe 9781118648889 http://site.ebrary.com/lib/alltitles/Doc?id=10899792 Aggregator Volltext https://ebookcentral.proquest.com/lib/kxp/detail.action?docID=1752699 X:EBC Verlag lizenzpflichtig Volltext (DE-627)791488551 ZDB-38-EBR ZDB-30-PAD ZDB-30-PQE GBV_ILN_24 ISIL_DE-8 SYSFLAG_1 GBV_KXP GBV_ILN_39 ISIL_DE-547 GBV_ILN_60 ISIL_DE-705 GBV_ILN_65 ISIL_DE-3 GBV_ILN_206 ISIL_DE-Brg3 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2026 ISIL_DE-100 GBV_ILN_2108 ISIL_DE-991 GBV ExPruef BO 045F 006.6 045F 720.2856693 045F 006.696 24 01 0008 3647720569 00 --%%-- --%%-- s --%%-- olr-mieteebc Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Zugriff auf den Volltext nur für Universitätsangehörige innerhalb des Netzes der Universität Kiel (Campuslizenz). z 30-04-20 24 02 0008 3641557860 00 --%%-- --%%-- s --%%-- olr-mieteebc Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. Zugriff auf den Volltext nur für Universitätsangehörige innerhalb des Netzes der Universität Kiel (Campuslizenz). z 28-04-20 39 01 0547 4457623881 00 --%%-- --%%-- s --%%-- Proquest_AC pq ke 13-01-24 39 02 0547 445474050X 00 --%%-- --%%-- s --%%-- Proquest_AC pq ke 11-01-24 60 01 0705 4456960000 00 --%%-- --%%-- s --%%-- Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 12-01-24 60 02 0705 4451341949 00 --%%-- --%%-- s --%%-- Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 09-01-24 65 01 0003 3739412925 Proquest-AcadCompl Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. k3o 13-08-20 206 01 3350 4514008176 00 --%%-- Online-Ressource --%%-- --%%-- OLR-EBL If you are a ThHF affiliate and the E-Book is not fully accessible, please send us a purchase or short time loan request. All others: Inter-library loans and guest access on campus premises is not possible. zh 20-04-24 370 01 4370 1520253354 olr-ebook Wiley Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. 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The current offer for high-resolution 3D data; 1.2. Statement of requirements; 1.2.1. Potentials; 1.2.2. Conversion into building specifications; 1.2.3. Technical survey specifications; 1.3. Existing surveying methods; 1.3.1. Existing acquisition methods; 1.3.2. Example surveys; 1.3.3. Survey control data; 1.4. From building specifications to realization; 1.4.1. Reconnaissance stage; 1.4.2. Acquisition; 1.4.3. Processing of data</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">1.5. BibliographyChapter 2: 3D Digitization Using Images; 2.1. History in France; 2.2. Equipment; 2.2.1. Equipment through the years; 2.2.2. Modernization of equipment; 2.2.3. Cameras; 2.2.4. How do you measure with a camera?; 2.2.4.1. Modeling the raw material: the image; 2.2.4.2. Spatial resolution of images; 2.2.4.3. Condition of collinearity: image formula; 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation; 2.2.4.5. Using images taken; 2.3. Image acquisition; 2.3.1. Characteristics of the images; 2.3.1.1. Exposure; 2.3.1.2. Sharpness</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">2.3.1.3. Image format2.3.2. Traditional stereoscopic image survey; 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds; 2.3.4. Image surveying devices; 2.3.4.1. Tripod, mast and pole; 2.3.4.2. Panoramic head; 2.3.4.3. Mobile acquisitions; 2.3.4.3.1. Acquisitions from aircrafts; 2.3.4.3.2. Ground-based mobile acquisitions; 2.3.4.4. Video mode; 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras; 2.3.5. Survey control data; 2.4. Image orientation; 2.4.1. Principles; 2.4.2. Automation; 2.4.2.1. Automation of tie point measurement</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">2.4.2.2. Semi-automation in measuring ground control points2.4.2.3. Exterior orientation of images and autocalibration; 2.4.3. Strategies for the orientation of all the images of a site; 2.4.4. Qualifying the orientation of images; 2.5. Production of 3D point clouds from images; 2.5.1. Definition and use of 3D point clouds; 2.5.2. Principle for the production of 3D point clouds by dense image matching; 2.5.2.1. Similarity function; 2.5.2.2. Image matching from the "image" space or from the "object" space; 2.5.2.3. Output data; 2.5.2.4. Typical pitfalls of image matching; 2.5.3. Optimization</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">2.5.3.1. Hierarchical approach2.5.3.2. Global method and optimization; 2.5.3.3. Influence of parameters; 2.5.3.4. Scalability9; 2.5.4. Qualification of data produced; 2.5.5. Advantages and limits; 2.5.6. Other approaches to automatic image-based 3D reconstruction; 2.6. 3D drawing by stereo or multi-image plotting; 2.6.1. Definition and use of 3D drawing; 2.6.2. Principle of the production of a 3D drawing; 2.6.3. Qualification of 3D drawing; 2.7. The software offer in close-range photogrammetry; 2.8. Research prospects; 2.8.1. Production in near-real time; 2.8.2. Data crowdsourcing</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">2.8.3. Automatic reconstruction of 3D vector models using images</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Conventional topographic databases, obtained by capture on aerial or spatial images provide a simplified 3D modeling of our urban environment, answering the needs of numerous applications (development, risk prevention, mobility management, etc.). However, when we have to represent and analyze more complex sites (monuments, civil engineering works, archeological sites, etc.), these models no longer suffice and other acquisition and processing means have to be implemented. This book focuses on the study of adapted lifting means for "notable buildings". The methods tackled in this book cover lasergrammetry and the current techniques of dense correlation based on images using conventional photogrammetry.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Cover -- Title Page -- Copyright -- Contents -- Acknowledgements -- Introduction -- Chapter 1: Specific Requirements for the 3D Digitization of Outstanding Sites -- 1.1. The current offer for high-resolution 3D data -- 1.2. Statement of requirements -- 1.2.1. Potentials -- 1.2.2. Conversion into building specifications -- 1.2.3. Technical survey specifications -- 1.3. Existing surveying methods -- 1.3.1. Existing acquisition methods -- 1.3.2. Example surveys -- 1.3.3. Survey control data -- 1.4. From building specifications to realization -- 1.4.1. Reconnaissance stage -- 1.4.2. Acquisition -- 1.4.3. Processing of data -- 1.5. Bibliography -- Chapter 2: 3D Digitization Using Images -- 2.1. History in France -- 2.2. Equipment -- 2.2.1. Equipment through the years -- 2.2.2. Modernization of equipment -- 2.2.3. Cameras -- 2.2.4. How do you measure with a camera? -- 2.2.4.1. Modeling the raw material: the image -- 2.2.4.2. Spatial resolution of images -- 2.2.4.3. Condition of collinearity: image formula -- 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation -- 2.2.4.5. Using images taken -- 2.3. Image acquisition -- 2.3.1. Characteristics of the images -- 2.3.1.1. Exposure -- 2.3.1.2. Sharpness -- 2.3.1.3. Image format -- 2.3.2. Traditional stereoscopic image survey -- 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds -- 2.3.4. Image surveying devices -- 2.3.4.1. Tripod, mast and pole -- 2.3.4.2. Panoramic head -- 2.3.4.3. Mobile acquisitions -- 2.3.4.3.1. Acquisitions from aircrafts -- 2.3.4.3.2. Ground-based mobile acquisitions -- 2.3.4.4. Video mode -- 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras -- 2.3.5. Survey control data -- 2.4. Image orientation -- 2.4.1. Principles -- 2.4.2. Automation -- 2.4.2.1. 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Qualification of 3D drawing; 2.7. The software offer in close-range photogrammetry; 2.8. Research prospects; 2.8.1. Production in near-real time; 2.8.2. Data crowdsourcing</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">2.8.3. Automatic reconstruction of 3D vector models using images</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Conventional topographic databases, obtained by capture on aerial or spatial images provide a simplified 3D modeling of our urban environment, answering the needs of numerous applications (development, risk prevention, mobility management, etc.). However, when we have to represent and analyze more complex sites (monuments, civil engineering works, archeological sites, etc.), these models no longer suffice and other acquisition and processing means have to be implemented. This book focuses on the study of adapted lifting means for "notable buildings". 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Equipment through the years -- 2.2.2. Modernization of equipment -- 2.2.3. Cameras -- 2.2.4. How do you measure with a camera? -- 2.2.4.1. Modeling the raw material: the image -- 2.2.4.2. Spatial resolution of images -- 2.2.4.3. Condition of collinearity: image formula -- 2.2.4.4. Determining the parameters for the image formula: photogrammetric orientation -- 2.2.4.5. Using images taken -- 2.3. Image acquisition -- 2.3.1. Characteristics of the images -- 2.3.1.1. Exposure -- 2.3.1.2. Sharpness -- 2.3.1.3. Image format -- 2.3.2. Traditional stereoscopic image survey -- 2.3.3. Stereoscopic image surveying for the automatic production of 3D point clouds -- 2.3.4. Image surveying devices -- 2.3.4.1. Tripod, mast and pole -- 2.3.4.2. Panoramic head -- 2.3.4.3. Mobile acquisitions -- 2.3.4.3.1. Acquisitions from aircrafts -- 2.3.4.3.2. Ground-based mobile acquisitions -- 2.3.4.4. Video mode -- 2.3.4.5. Stereoscopic cameras7 and time-of-flight cameras -- 2.3.5. Survey control data -- 2.4. Image orientation -- 2.4.1. Principles -- 2.4.2. Automation -- 2.4.2.1. 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