Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.12394/13179
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dc.contributor.advisorApaza Meneses, Raúles_PE
dc.contributor.authorMamani Huaman, Rolandoes_PE
dc.contributor.authorChavez Rojas, Hernanes_PE
dc.contributor.authorRamos Inche, Mariel Pilares_PE
dc.date.accessioned2023-08-02T22:50:54Z-
dc.date.available2023-08-02T22:50:54Z-
dc.date.issued2022-
dc.identifier.citationMamani, R., Chavez, H y Ramos, M. (2022). 3D Modeling and Structural Monitoring of the Puka Pukara Archaeological Complex-Peru. Tesis para optar el título profesional de Ingeniero Civil, Escuela Académico Profesional de Ingeniería Civil, Universidad Continental, Huancayo, Perú.es_PE
dc.identifier.urihttps://hdl.handle.net/20.500.12394/13179-
dc.description.abstractArchaeological buildings are part of our national cultural heritage, have a legacy of historical significance, and are generators of economic benefits, due to tourist movements. Three-dimensional models have become a useful and significant tool for monitoring records, virtual reality, and structural analysis of architectural monuments. Aerial photogrammetry is the most employed method, it provides a complete model of the monument, incorporates a digital camera that can be used manually, placed on a drone, or on top of tripod instruments. Therefore, this method is versatile and can generate complete 3D models at the expense of longer processing times. This study proposes the 3D modeling and structural monitoring of the archaeological complex of Puka Pukara, to characterize the general state of damage of the monument, including inaccessible areas. The data generated from the area acquisition provided a thorough identification of the pathologies in the facades and walls. The results show highly deterministic 3D digital models that are then rigorously analyzed. The structural monitoring showed that the west wall and the east façade of the Puka Pukara enclosure show deterioration, cracks, deformations, and a high risk of decline, so emergency actions are recommended for their stabilization. The paper presented a single case study where a single 3D scanning technique was applied to the archaeological complex of Puka Pukara. The results generated by the methodology allowed complete digitization (exterior and interior) with a high level of detail of the structures, which can only be achieved by using one methodology (photogrammetry).es_PE
dc.formatapplication/pdfes_PE
dc.format.extentp. 407-414es_PE
dc.language.isoenges_PE
dc.publisherUniversidad Continentales_PE
dc.relationhttps://www.hrpub.org/journals/article_info.php?aid=11801-
dc.rightsinfo:eu-repo/semantics/openAccesses_PE
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/es_PE
dc.sourceUniversidad Continentales_PE
dc.sourceRepositorio Institucional - Continentales_PE
dc.subjectArquitectura peruanaes_PE
dc.subjectDiseño arquitectónicoes_PE
dc.title3D Modeling and Structural Monitoring of the Puka Pukara Archaeological Complex-Perues_PE
dc.typeinfo:eu-repo/semantics/bachelorThesises_PE
dc.rights.licenseAttribution 4.0 International (CC BY 4.0)es_PE
dc.rights.accessRightsAcceso abiertoes_PE
dc.publisher.countryPEes_PE
thesis.degree.nameIngeniero Civiles_PE
thesis.degree.grantorUniversidad Continental. Facultad de Ingeniería.es_PE
thesis.degree.disciplineIngeniería Civiles_PE
thesis.degree.programPregrado presencial regulares_PE
dc.identifier.journalCivil Engineering and Architecture-
dc.identifier.doihttps://doi.org/10.13189/cea.2022.100201-
dc.subject.ocdehttps://purl.org/pe-repo/ocde/ford#2.01.01es_PE
renati.advisor.dni23865073-
renati.advisor.orcidhttps://orcid.org/0000-0002-4766-4563es_PE
renati.author.dni70380248-
renati.author.dni25328107-
renati.author.dni73065419-
renati.discipline732016es_PE
renati.levelhttps://purl.org/pe-repo/renati/level#tituloProfesionales_PE
renati.typehttps://purl.org/pe-repo/renati/type#tesises_PE
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_PE
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