Exactitud posicional en la fotogrametría terrestre digital por intermedio de la Topografía y Geodesia
El modelado tridimensional computacional se puede utilizar para la reconstrucción de los objetos del mundo real con todos sus detalles y condición de conservación. La fotogrametría ofrece productos con exactitud, además de la flexibilidad de ejecución de los proyectos simples o complejos, de acuerdo...
- Autores:
-
Nero, Marcelo Antonio
Pinto-Rocha, André
Guerra-Mamede, Clayton
Borba-Schuler, Carlos Alberto
da Costa-emba, Plínio
Reinoso-Gordo, Juan Francisco
- Tipo de recurso:
- Article of investigation
- Fecha de publicación:
- 2023
- Institución:
- Universidad Católica de Colombia
- Repositorio:
- RIUCaC - Repositorio U. Católica
- Idioma:
- eng
- OAI Identifier:
- oai:repository.ucatolica.edu.co:10983/30272
- Acceso en línea:
- https://doi.org/10.14718/RevArq.2023.25.3659
- Palabra clave:
- digital close range photogrammetry
geodesics
georeferencing
quality control
topography
control de la calidad
fotogrametría terrestre digital
geodesía
georreferenciación
topografía
- Rights
- openAccess
- License
- http://purl.org/coar/access_right/c_abf2
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| dc.title.spa.fl_str_mv |
Exactitud posicional en la fotogrametría terrestre digital por intermedio de la Topografía y Geodesia |
| dc.title.translated.eng.fl_str_mv |
Positional accuracy in close-range photogrammetry through Topography and Geodesy |
| title |
Exactitud posicional en la fotogrametría terrestre digital por intermedio de la Topografía y Geodesia |
| spellingShingle |
Exactitud posicional en la fotogrametría terrestre digital por intermedio de la Topografía y Geodesia digital close range photogrammetry geodesics georeferencing quality control topography control de la calidad fotogrametría terrestre digital geodesía georreferenciación topografía |
| title_short |
Exactitud posicional en la fotogrametría terrestre digital por intermedio de la Topografía y Geodesia |
| title_full |
Exactitud posicional en la fotogrametría terrestre digital por intermedio de la Topografía y Geodesia |
| title_fullStr |
Exactitud posicional en la fotogrametría terrestre digital por intermedio de la Topografía y Geodesia |
| title_full_unstemmed |
Exactitud posicional en la fotogrametría terrestre digital por intermedio de la Topografía y Geodesia |
| title_sort |
Exactitud posicional en la fotogrametría terrestre digital por intermedio de la Topografía y Geodesia |
| dc.creator.fl_str_mv |
Nero, Marcelo Antonio Pinto-Rocha, André Guerra-Mamede, Clayton Borba-Schuler, Carlos Alberto da Costa-emba, Plínio Reinoso-Gordo, Juan Francisco |
| dc.contributor.author.spa.fl_str_mv |
Nero, Marcelo Antonio Pinto-Rocha, André Guerra-Mamede, Clayton Borba-Schuler, Carlos Alberto da Costa-emba, Plínio Reinoso-Gordo, Juan Francisco |
| dc.subject.eng.fl_str_mv |
digital close range photogrammetry geodesics georeferencing quality control topography |
| topic |
digital close range photogrammetry geodesics georeferencing quality control topography control de la calidad fotogrametría terrestre digital geodesía georreferenciación topografía |
| dc.subject.spa.fl_str_mv |
control de la calidad fotogrametría terrestre digital geodesía georreferenciación topografía |
| description |
El modelado tridimensional computacional se puede utilizar para la reconstrucción de los objetos del mundo real con todos sus detalles y condición de conservación. La fotogrametría ofrece productos con exactitud, además de la flexibilidad de ejecución de los proyectos simples o complejos, de acuerdo con la simplicidad y rapidez en la adquisición de los datos. Los modelados tridimensionales (3D) y georreferenciados permiten la documentación del objeto que fue mapeado por medio de la ubicación. Este trabajo presenta una metodología basada en técnicas topográficas y geodésicas con georreferenciación, a partir de las cuales se ha aplicado el modelado tridimensional de la arquitectura basada en el empleo de la fotogrametría terrestre digital. Se ha realizado la comparación de las mediciones hechas sobre el producto digital obtenido y las mismas mediciones hechas mediante topografía de precisión, contexto en el que se tuvo en cuenta la conversión de las coordenadas hasta los mismos sistemas de proyección y referencia. Al final, se hizo la validación y la cuantificación estadísticos en términos posicionales de exactitud del producto final. |
| publishDate |
2023 |
| dc.date.accessioned.none.fl_str_mv |
2023-07-01 11:04:50 |
| dc.date.available.none.fl_str_mv |
2023-07-01 11:04:50 |
| dc.date.issued.none.fl_str_mv |
2023-07-01 |
| dc.type.spa.fl_str_mv |
Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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Text |
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info:eu-repo/semantics/article |
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Journal article |
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http://purl.org/redcol/resource_type/ART |
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info:eu-repo/semantics/publishedVersion |
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publishedVersion |
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10.14718/RevArq.2023.25.3659 |
| dc.identifier.eissn.none.fl_str_mv |
2357-626X |
| dc.identifier.issn.none.fl_str_mv |
1657-0308 |
| dc.identifier.url.none.fl_str_mv |
https://doi.org/10.14718/RevArq.2023.25.3659 |
| identifier_str_mv |
10.14718/RevArq.2023.25.3659 2357-626X 1657-0308 |
| url |
https://doi.org/10.14718/RevArq.2023.25.3659 |
| dc.language.iso.eng.fl_str_mv |
eng |
| language |
eng |
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https://revistadearquitectura.ucatolica.edu.co/article/download/3659/4871 https://revistadearquitectura.ucatolica.edu.co/article/download/3659/4571 |
| dc.relation.citationedition.spa.fl_str_mv |
Núm. 2 , Año 2023 : julio-diciembre |
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68 |
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60 |
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25 |
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Revista de Arquitectura (Bogotá) |
| dc.relation.references.eng.fl_str_mv |
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Nero, Marcelo Antonio4adfb6d6-7c73-4ecf-a670-b1df3b021322Pinto-Rocha, André06d0ec98-690d-4e57-ab73-6461502540baGuerra-Mamede, Claytonfc3f0b2f-de5c-4c46-9108-962eda8bb6e5Borba-Schuler, Carlos Alberto194c46b7-542a-4e0c-a663-ac31bcd38983da Costa-emba, Plínioba6ff617-ebc6-495e-864a-f8b6357125fbReinoso-Gordo, Juan Franciscoa3e94e94-adc2-40ba-81d5-45626451465b2023-07-01 11:04:502023-07-01 11:04:502023-07-01El modelado tridimensional computacional se puede utilizar para la reconstrucción de los objetos del mundo real con todos sus detalles y condición de conservación. La fotogrametría ofrece productos con exactitud, además de la flexibilidad de ejecución de los proyectos simples o complejos, de acuerdo con la simplicidad y rapidez en la adquisición de los datos. Los modelados tridimensionales (3D) y georreferenciados permiten la documentación del objeto que fue mapeado por medio de la ubicación. Este trabajo presenta una metodología basada en técnicas topográficas y geodésicas con georreferenciación, a partir de las cuales se ha aplicado el modelado tridimensional de la arquitectura basada en el empleo de la fotogrametría terrestre digital. Se ha realizado la comparación de las mediciones hechas sobre el producto digital obtenido y las mismas mediciones hechas mediante topografía de precisión, contexto en el que se tuvo en cuenta la conversión de las coordenadas hasta los mismos sistemas de proyección y referencia. Al final, se hizo la validación y la cuantificación estadísticos en términos posicionales de exactitud del producto final.Computational three-dimensional modelling can be used to reconstruct real-world objects with all their details and conservation conditions. Photogrammetry offers products with accuracy, in addition to the flexibility of execution of simple and complex projects, according to the simplicity and speed in data acquisition. The three-dimensional (3D) and georeferenced modelling allows the documentation of the object that was mapped by means of the location. This paper presents a methodology based on topographic and geodetic techniques with georeferencing applied to three-dimensional modelling of architectural forms with the use of digital close-range photogrammetry. The measurements made on the digital product obtained and the same measurements made using precision topography were compared considering the conversion of coordinates to the same projection and reference systems. 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IEEE Access, 8, 76228-76242, 2020. https://ieeexplore.ieee.org/stamp/stamp.jsp?tp=&arnumber=9075221Marcelo Antonio Nero, André Pinto Rocha, Clayton Guerra Mamede, Borba Schuler Borba Schuler, Plínio da Costa Temba, Juan Francisco Reinoso-Gordo - 2023info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Esta obra está bajo una licencia internacional Creative Commons Atribución-NoComercial 4.0.https://creativecommons.org/licenses/by-nc/4.0https://revistadearquitectura.ucatolica.edu.co/article/view/3659digital close range photogrammetrygeodesicsgeoreferencingquality controltopographycontrol de la calidadfotogrametría terrestre digitalgeodesíageorreferenciacióntopografíaExactitud posicional en la fotogrametría terrestre digital por intermedio de la Topografía y GeodesiaPositional accuracy in close-range photogrammetry through Topography and GeodesyArtículo de revistahttp://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Textinfo:eu-repo/semantics/articleJournal articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionPublicationOREORE.xmltext/xml2866https://repository.ucatolica.edu.co/bitstreams/3295b275-8d43-4398-af90-5500499facc2/downloadb5cd354336f04802963a0db93bfc819cMD5110983/30272oai:repository.ucatolica.edu.co:10983/302722023-12-19 14:59:36.735https://creativecommons.org/licenses/by-nc/4.0Marcelo Antonio Nero, André Pinto Rocha, Clayton Guerra Mamede, Borba Schuler Borba Schuler, Plínio da Costa Temba, Juan Francisco Reinoso-Gordo - 2023https://repository.ucatolica.edu.coRepositorio Institucional Universidad Católica de Colombia - RIUCaCbdigital@metabiblioteca.com |