Evaluation of the structural reduction in the design of a building with seismic isolators in the district of Tacna
Descripción del Articulo
The investigation had as main objective to analyze the evaluation of the structural reduction in the design of a building with seismic isolators in the district of Tacna-2021, for this research the Faculty of Architecture and Urbanism of the Private University of Tacna was analyzed, for which it was...
Autores: | , |
---|---|
Formato: | artículo |
Fecha de Publicación: | 2021 |
Institución: | Universidad Privada de Tacna |
Repositorio: | Revistas - Universidad Privada de Tacna |
Lenguaje: | español |
OAI Identifier: | oai:revistas.upt.edu.pe:article/536 |
Enlace del recurso: | https://revistas.upt.edu.pe/ojs/index.php/ingenieria/article/view/536 |
Nivel de acceso: | acceso abierto |
Materia: | Modelado estructural diseño sísmico Aisladores Sísmicos reducción estructural edificación Structural Modeling seismic design seismic Isolators structural reduction Building |
id |
REVUPT_11a02d3635b35aae06c50bb8e322e940 |
---|---|
oai_identifier_str |
oai:revistas.upt.edu.pe:article/536 |
network_acronym_str |
REVUPT |
network_name_str |
Revistas - Universidad Privada de Tacna |
repository_id_str |
|
dc.title.none.fl_str_mv |
Evaluation of the structural reduction in the design of a building with seismic isolators in the district of Tacna Evaluación de la reducción estructural en el diseño de un edificio con aisladores sísmicos en el distrito de Tacna |
title |
Evaluation of the structural reduction in the design of a building with seismic isolators in the district of Tacna |
spellingShingle |
Evaluation of the structural reduction in the design of a building with seismic isolators in the district of Tacna Cuaquera Cardenas, Meylee Nayyomy Modelado estructural diseño sísmico Aisladores Sísmicos reducción estructural edificación Structural Modeling seismic design seismic Isolators structural reduction Building |
title_short |
Evaluation of the structural reduction in the design of a building with seismic isolators in the district of Tacna |
title_full |
Evaluation of the structural reduction in the design of a building with seismic isolators in the district of Tacna |
title_fullStr |
Evaluation of the structural reduction in the design of a building with seismic isolators in the district of Tacna |
title_full_unstemmed |
Evaluation of the structural reduction in the design of a building with seismic isolators in the district of Tacna |
title_sort |
Evaluation of the structural reduction in the design of a building with seismic isolators in the district of Tacna |
dc.creator.none.fl_str_mv |
Cuaquera Cardenas, Meylee Nayyomy Farfán Kehuarucho, Ulianov |
author |
Cuaquera Cardenas, Meylee Nayyomy |
author_facet |
Cuaquera Cardenas, Meylee Nayyomy Farfán Kehuarucho, Ulianov |
author_role |
author |
author2 |
Farfán Kehuarucho, Ulianov |
author2_role |
author |
dc.subject.none.fl_str_mv |
Modelado estructural diseño sísmico Aisladores Sísmicos reducción estructural edificación Structural Modeling seismic design seismic Isolators structural reduction Building |
topic |
Modelado estructural diseño sísmico Aisladores Sísmicos reducción estructural edificación Structural Modeling seismic design seismic Isolators structural reduction Building |
description |
The investigation had as main objective to analyze the evaluation of the structural reduction in the design of a building with seismic isolators in the district of Tacna-2021, for this research the Faculty of Architecture and Urbanism of the Private University of Tacna was analyzed, for which it was carried out based on the Peruvian Technical Standards, relying on the Dynamic Isolation Catalog for the design of Insulators, then (03) Three Modelings were performed in the Etabs V19 Software, Structural Modeling without Seismic Isolators, Structural Modeling with Seismic Isolators and Modeling with Seismic Isolators-Structural Reduction. The Descriptive Method was used, systematically describing and analyzing the existing information regarding the results obtained by modifying the current conditions of the situation. As a result, a structural reduction of 20.47m2 of the columns was obtained, complying with the maximum displacements required by Standard E.031 "Seismic Isolation". Finally, it is concluded that although the reduction of the structural elements is not significant, the E.031 standard indicates that maximum drifts of 0.0035 in both directions should be considered, this clarification makes the structure more expensive since when placing the seismic isolators for each column becomes excessive, it is worth mentioning that the infrastructure in which we want to place the seismic isolators would have to be analyzed technically and economically to make an adequate decision on the matter, since with the results there is a minimal reduction in the geometry of the structural elements. |
publishDate |
2021 |
dc.date.none.fl_str_mv |
2021-11-17 |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.none.fl_str_mv |
https://revistas.upt.edu.pe/ojs/index.php/ingenieria/article/view/536 10.47796/ing.v3i2.536 |
url |
https://revistas.upt.edu.pe/ojs/index.php/ingenieria/article/view/536 |
identifier_str_mv |
10.47796/ing.v3i2.536 |
dc.language.none.fl_str_mv |
spa |
language |
spa |
dc.relation.none.fl_str_mv |
https://revistas.upt.edu.pe/ojs/index.php/ingenieria/article/view/536/473 |
dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
UNIVERSIDAD PRIVADA DE TACNA |
publisher.none.fl_str_mv |
UNIVERSIDAD PRIVADA DE TACNA |
dc.source.none.fl_str_mv |
INGENIERÍA INVESTIGA; Vol. 3 No. 2 (2021): Engineering Investigates; 107 - 118 INGENIERÍA INVESTIGA; Vol. 3 Núm. 2 (2021): Ingeniería Investiga; 107 - 118 2708-3039 10.47796/ing.v3i2 reponame:Revistas - Universidad Privada de Tacna instname:Universidad Privada de Tacna instacron:UPT |
instname_str |
Universidad Privada de Tacna |
instacron_str |
UPT |
institution |
UPT |
reponame_str |
Revistas - Universidad Privada de Tacna |
collection |
Revistas - Universidad Privada de Tacna |
repository.name.fl_str_mv |
|
repository.mail.fl_str_mv |
|
_version_ |
1842353894775062528 |
spelling |
Evaluation of the structural reduction in the design of a building with seismic isolators in the district of TacnaEvaluación de la reducción estructural en el diseño de un edificio con aisladores sísmicos en el distrito de TacnaCuaquera Cardenas, Meylee NayyomyFarfán Kehuarucho, UlianovModelado estructuraldiseño sísmicoAisladores Sísmicosreducción estructuraledificaciónStructural Modelingseismic designseismic Isolatorsstructural reductionBuildingThe investigation had as main objective to analyze the evaluation of the structural reduction in the design of a building with seismic isolators in the district of Tacna-2021, for this research the Faculty of Architecture and Urbanism of the Private University of Tacna was analyzed, for which it was carried out based on the Peruvian Technical Standards, relying on the Dynamic Isolation Catalog for the design of Insulators, then (03) Three Modelings were performed in the Etabs V19 Software, Structural Modeling without Seismic Isolators, Structural Modeling with Seismic Isolators and Modeling with Seismic Isolators-Structural Reduction. The Descriptive Method was used, systematically describing and analyzing the existing information regarding the results obtained by modifying the current conditions of the situation. As a result, a structural reduction of 20.47m2 of the columns was obtained, complying with the maximum displacements required by Standard E.031 "Seismic Isolation". Finally, it is concluded that although the reduction of the structural elements is not significant, the E.031 standard indicates that maximum drifts of 0.0035 in both directions should be considered, this clarification makes the structure more expensive since when placing the seismic isolators for each column becomes excessive, it is worth mentioning that the infrastructure in which we want to place the seismic isolators would have to be analyzed technically and economically to make an adequate decision on the matter, since with the results there is a minimal reduction in the geometry of the structural elements.La investigación tuvo como objetivo principal el analizar la evaluación de la reducción estructural en el diseño de un edificio con aisladores sísmicos en el distrito de Tacna, para esta investigación se analizó la Facultad de Arquitectura y Urbanismo de la Universidad Privada de Tacna, para lo cual se realizó en base a las Normas Técnicas Peruanas, apoyándonos en el Catálogo Dynamic Isolation para el diseño de Aisladores, seguidamente se realizó (03) Tres Modelamientos en el Software Etabs V19, Modelamiento estructural sin Aisladores Sísmicos, Modelamiento estructural con Aisladores Sísmicos y Modelamiento con Aisladores Sísmicos-Reducción Estructural. Se utilizó el Método Descriptivo, describiendo y analizando sistemáticamente la información existente con respecto a los resultados obtenidos por medio de la modificación de las condiciones actuales de la situación. Como resultado final se obtuvo una reducción estructural de 20,47m2 de las columnas cumpliendo con los desplazamientos máximos que demanda la Norma E.031 “Aislamiento Sísmico”. Finalmente, se concluye que si bien es cierto la reducción de los elementos estructurales no son significativos, la normativa E.031 indica que se debe considerar derivas máximas de 0,0035 en ambas direcciones, esta aclaración encarece la estructura ya que al colocar los aisladores sísmicos por cada columna se hace excesiva, cabe mencionar que se tendría que analizar técnica y económicamente la infraestructura a la cual deseamos colocar los aisladores sísmicos para tomar una adecuada decisión sobre el particular, ya que con los resultados existe una reducción mínima en la geometría de los elementos estructurales.UNIVERSIDAD PRIVADA DE TACNA2021-11-17info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://revistas.upt.edu.pe/ojs/index.php/ingenieria/article/view/53610.47796/ing.v3i2.536INGENIERÍA INVESTIGA; Vol. 3 No. 2 (2021): Engineering Investigates; 107 - 118INGENIERÍA INVESTIGA; Vol. 3 Núm. 2 (2021): Ingeniería Investiga; 107 - 1182708-303910.47796/ing.v3i2reponame:Revistas - Universidad Privada de Tacnainstname:Universidad Privada de Tacnainstacron:UPTspahttps://revistas.upt.edu.pe/ojs/index.php/ingenieria/article/view/536/473info:eu-repo/semantics/openAccessoai:revistas.upt.edu.pe:article/5362021-11-29T10:21:29Z |
score |
12.937323 |
Nota importante:
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).