| dc.contributor.author | Prada Botia, Gaudy Carolina | |
| dc.contributor.author | Rojas Suárez, Jhan Piero | |
| dc.contributor.author | Orjuela Abril, Martha Sofia | |
| dc.date.accessioned | 2021-10-23T22:55:47Z | |
| dc.date.available | 2021-10-23T22:55:47Z | |
| dc.date.issued | 2019-09-30 | |
| dc.identifier.uri | http://repositorio.ufps.edu.co/handle/ufps/383 | |
| dc.description.abstract | In this project, a descriptive research was carried out in order to analyze, evaluate and detail the behavior of buildings between 4 and 18 floors of residential use in the City of San José de Cúcuta, Colombia, at the moment they are subjected to forces produced by earthquakes. For this purpose, a sample of 40 buildings framed in the above-mentioned characteristics was used by means of the SAP 2000 software. The seismic analysis of each building was made and the displacements of these were obtained when they are submitted before an earthquake. With this information, it was possible to calculate the drifts and evaluate them based on the requirements that determine the stiffness conditions present in the buildings. Finally, a document was drawn up identifying those buildings that are susceptible to significant damage in the event of a seismic movement and recommendations, due to the fact that they represent a social risk. | eng |
| dc.format.extent | 8 Páginas | spa |
| dc.format.mimetype | application/pdf | spa |
| dc.language.iso | eng | spa |
| dc.publisher | Journal of Physics: Conference Series | spa |
| dc.relation.ispartof | Journal of Physics: Conference Series ISSN: 1742-6596, 2019 vol:1329 | |
| dc.rights | Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. | eng |
| dc.source | https://iopscience.iop.org/article/10.1088/1742-6596/1329/1/012008/meta | spa |
| dc.title | Perception of stiffness trend in city residential buildings | eng |
| dc.type | Artículo de revista | spa |
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| dcterms.references | Blanco K and Becerra D 2014 Percepción de la tendencia de rigidez en edificios típicos de uso residencial entre 4 y 18 pisos en la ciudad de San José de Cúcuta entre los años 2008 y 2015 (Colombia: Universidad Francisco de Paula Santander) | spa |
| dcterms.references | Ministerio del Medio Ambiente Viviendo y Desarrollo Territorial 1997 Requisitos generales de diseño y construcción sismo resistente (Colombia: Ministerio del Medio Ambiente Viviendo y Desarrollo Territorial) | spa |
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| dc.identifier.doi | https://doi.org/10.1088/1742-6596/1329/1/012008 | |
| dc.relation.citationedition | Vol. 1329. No (2019) | spa |
| dc.relation.citationendpage | 7 | spa |
| dc.relation.citationissue | (2019) | spa |
| dc.relation.citationstartpage | 1 | spa |
| dc.relation.citationvolume | 1329 | spa |
| dc.relation.cites | G C Prada Botía et al 2019 J. Phys.: Conf. Ser. 1329 012008 | |
| dc.relation.ispartofjournal | Journal of Physics: Conference Series | spa |
| dc.rights.accessrights | info:eu-repo/semantics/openAccess | spa |
| dc.type.coar | http://purl.org/coar/resource_type/c_6501 | spa |
| dc.type.content | Text | spa |
| dc.type.driver | info:eu-repo/semantics/article | spa |
| dc.type.redcol | http://purl.org/redcol/resource_type/ART | spa |
| oaire.accessrights | http://purl.org/coar/access_right/c_abf2 | spa |
| oaire.version | http://purl.org/coar/version/c_970fb48d4fbd8a85 | spa |
| dc.type.version | info:eu-repo/semantics/publishedVersion | spa |
