Use of Viscous Fluid Dissipators as a measure of Structural Reinforcement
Peru, a country with high seismicity throughout its history, currently shows an absence of large-magnitude earthquakes, so it is a priority to analyze existing structures and influence whether any intervention is required to improve their earthquake-resistant behavior, the main purpose of This resea...
- Autores:
- Tipo de recurso:
- Fecha de publicación:
- 2023
- Institución:
- Universidad Católica de Pereira
- Repositorio:
- Repositorio Institucional - RIBUC
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.ucp.edu.co:10785/13709
- Acceso en línea:
- https://revistas.ucp.edu.co/index.php/entrecienciaeingenieria/article/view/2757
http://hdl.handle.net/10785/13709
- Palabra clave:
- Rights
- openAccess
- License
- Derechos de autor 2023 Entre Ciencia e Ingeniería
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Use of Viscous Fluid Dissipators as a measure of Structural ReinforcementUso de Disipadores de Fluido Viscoso como medida de Reforzamiento EstructuralPeru, a country with high seismicity throughout its history, currently shows an absence of large-magnitude earthquakes, so it is a priority to analyze existing structures and influence whether any intervention is required to improve their earthquake-resistant behavior, the main purpose of This research project was to estimate if these devices are suitable for use as a measure of structural reinforcement, the present research project is of the applied - evaluative type, showing favorable results that would validate its use, adding a viscous damping greater than 15%, thus dissipating the seismic energy by more than 85%; reducing lateral displacements and internal forces in vertical elements such as columns and shear walls between 50% and 80%, therefore these elements would require less areas of steel, being an additional advantage its easy implementation compared to traditional reinforcement methods, confirming that they are suitable for use as a reinforcement measure.Perú un país de alta sismicidad a lo largo de su historia muestra en la actualidad ausencia de sismos de gran magnitud, por lo que es de prioridad analizar las estructuras existentes e influir si se requiere alguna intervención que mejore su comportamiento sismorresistente. El propósito principal de este proyecto investigativo es estimar si estos dispositivos son aptos para su uso como medida de reforzamiento estructural, es un proyecto de tipo aplicado – evaluativo, el cual muestra resultados favorables que validarían su uso, adicionando un amortiguamiento viscoso mayor al 15%, disipando así la energía sísmica en más del 85%; reduciendo los desplazamientos laterales y esfuerzos internos en los elementos verticales como columnas y muros de corte entre un 50% y 80%, por lo tanto, estos elementos requerirían menores áreas de acero, siendo una ventaja adicional su fácil implementación comparado a los métodos tradicionales de reforzamiento, confirmando que son adecuados para su uso como medida de reforzamiento.Universidad Católica de Pereira2023-08-29T03:49:42Z2023-08-29T03:49:42Z2023-01-02Artículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_2df8fbb1application/pdfapplication/xmlhttps://revistas.ucp.edu.co/index.php/entrecienciaeingenieria/article/view/275710.31908/19098367.2757http://hdl.handle.net/10785/13709Entre ciencia e ingeniería; Vol 16 No 32 (2022); 52-57Entre Ciencia e Ingeniería; Vol. 16 Núm. 32 (2022); 52-57Entre ciencia e ingeniería; v. 16 n. 32 (2022); 52-572539-41691909-8367spahttps://revistas.ucp.edu.co/index.php/entrecienciaeingenieria/article/view/2757/2600https://revistas.ucp.edu.co/index.php/entrecienciaeingenieria/article/view/2757/2635Derechos de autor 2023 Entre Ciencia e Ingenieríahttps://creativecommons.org/licenses/by-nc/4.0/deed.es_EShttps://creativecommons.org/licenses/by-nc/4.0/deed.es_ESinfo:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Muñoz Pérez, Sócrates PedroCuyán Barboza, Arlinton Edwinoai:repositorio.ucp.edu.co:10785/137092025-01-27T23:58:33Z |
| dc.title.none.fl_str_mv |
Use of Viscous Fluid Dissipators as a measure of Structural Reinforcement Uso de Disipadores de Fluido Viscoso como medida de Reforzamiento Estructural |
| title |
Use of Viscous Fluid Dissipators as a measure of Structural Reinforcement |
| spellingShingle |
Use of Viscous Fluid Dissipators as a measure of Structural Reinforcement |
| title_short |
Use of Viscous Fluid Dissipators as a measure of Structural Reinforcement |
| title_full |
Use of Viscous Fluid Dissipators as a measure of Structural Reinforcement |
| title_fullStr |
Use of Viscous Fluid Dissipators as a measure of Structural Reinforcement |
| title_full_unstemmed |
Use of Viscous Fluid Dissipators as a measure of Structural Reinforcement |
| title_sort |
Use of Viscous Fluid Dissipators as a measure of Structural Reinforcement |
| description |
Peru, a country with high seismicity throughout its history, currently shows an absence of large-magnitude earthquakes, so it is a priority to analyze existing structures and influence whether any intervention is required to improve their earthquake-resistant behavior, the main purpose of This research project was to estimate if these devices are suitable for use as a measure of structural reinforcement, the present research project is of the applied - evaluative type, showing favorable results that would validate its use, adding a viscous damping greater than 15%, thus dissipating the seismic energy by more than 85%; reducing lateral displacements and internal forces in vertical elements such as columns and shear walls between 50% and 80%, therefore these elements would require less areas of steel, being an additional advantage its easy implementation compared to traditional reinforcement methods, confirming that they are suitable for use as a reinforcement measure. |
| publishDate |
2023 |
| dc.date.none.fl_str_mv |
2023-08-29T03:49:42Z 2023-08-29T03:49:42Z 2023-01-02 |
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Artículo de revista http://purl.org/coar/resource_type/c_6501 http://purl.org/coar/version/c_970fb48d4fbd8a85 info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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https://revistas.ucp.edu.co/index.php/entrecienciaeingenieria/article/view/2757 10.31908/19098367.2757 http://hdl.handle.net/10785/13709 |
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https://revistas.ucp.edu.co/index.php/entrecienciaeingenieria/article/view/2757 http://hdl.handle.net/10785/13709 |
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10.31908/19098367.2757 |
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spa |
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spa |
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https://revistas.ucp.edu.co/index.php/entrecienciaeingenieria/article/view/2757/2600 https://revistas.ucp.edu.co/index.php/entrecienciaeingenieria/article/view/2757/2635 |
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Derechos de autor 2023 Entre Ciencia e Ingeniería https://creativecommons.org/licenses/by-nc/4.0/deed.es_ES https://creativecommons.org/licenses/by-nc/4.0/deed.es_ES info:eu-repo/semantics/openAccess http://purl.org/coar/access_right/c_abf2 |
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Derechos de autor 2023 Entre Ciencia e Ingeniería https://creativecommons.org/licenses/by-nc/4.0/deed.es_ES http://purl.org/coar/access_right/c_abf2 |
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Universidad Católica de Pereira |
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Universidad Católica de Pereira |
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Entre ciencia e ingeniería; Vol 16 No 32 (2022); 52-57 Entre Ciencia e Ingeniería; Vol. 16 Núm. 32 (2022); 52-57 Entre ciencia e ingeniería; v. 16 n. 32 (2022); 52-57 2539-4169 1909-8367 |
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Universidad Católica de Pereira |
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