Estimation of seismic demands using different basic load distribution patterns in nonlinear static analysis
Descripción del Articulo
Seismic demands obtained from nonlinear static analysis play an important role in performance-based design or evaluation. It has been proved that the invariant patterns of load distribution most used in this kind of analysis are not always appropriate to represent the seismic action in structures wh...
Autores: | , |
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Formato: | artículo |
Fecha de Publicación: | 2023 |
Institución: | Universidad Privada de Tacna |
Repositorio: | Revistas - Universidad Privada de Tacna |
Lenguaje: | español |
OAI Identifier: | oai:revistas.upt.edu.pe:article/724 |
Enlace del recurso: | https://revistas.upt.edu.pe/ojs/index.php/ingenieria/article/view/724 |
Nivel de acceso: | acceso abierto |
Materia: | demandas sísmicas patrones de distribución de carga análisis estático no lineal análisis pushover análisis no lineal tiempo-historia seismic demands patterns of load distribution nonlinear-static analysis pushover analysis nonlinear time-history analysis |
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Estimation of seismic demands using different basic load distribution patterns in nonlinear static analysisEstimación de demandas sísmicas usando diferentes patrones básicos de distribución de carga en análisis estático no linealVega Arana, José MiguelChahuares Paucar, Leoneldemandas sísmicaspatrones de distribución de cargaanálisis estático no linealanálisis pushoveranálisis no lineal tiempo-historiaseismic demandspatterns of load distributionnonlinear-static analysispushover analysisnonlinear time-history analysisSeismic demands obtained from nonlinear static analysis play an important role in performance-based design or evaluation. It has been proved that the invariant patterns of load distribution most used in this kind of analysis are not always appropriate to represent the seismic action in structures when getting into the inelastic range. This study aims to compare the structural demands obtained from nonlinear static analysis using different basic patterns of load distribution with those obtained from the rigorous nonlinear time-history analyzes, which are considered as the benchmark. Four seismic intensities were considered, as well as two structure heights. The maximum average displacement of the top of the last level obtained from the different non-linear time-history analyzes was adopted as the objective displacement in the pushover analyzes with each pattern. The results show the lack of precision that the most used load distribution patterns have in order to adequately estimate the interstory drift ratio of the higher stories. It was found that it is possible to obtain better estimates solely for the highest stories using two proposed distribution patterns. The demands obtained for the section curvatures were acceptable considering that they are quantities of very low order.Las demandas sísmicas obtenidas del análisis estático no lineal juegan un papel muy importante en la evaluación o diseño basados en desempeño. Se ha demostrado que los patrones invariantes de distribución de cargas más empleados en estos análisis no siempre son adecuados para representar la acción sísmica en las estructuras cuando estas incursionan en el rango inelástico. Este estudio apunta a realizar una comparación de las demandas estructurales obtenidas de análisis estático no lineal (pushover) empleando diferentes patrones básicos de distribución de carga con las obtenidas de rigurosos análisis no lineales tiempo-historia, las cuales son establecidas como benchmark. Se abarcaron cuatro intensidades sísmicas, así como dos alturas de estructura. Se adoptó el desplazamiento promedio máximo del techo del último nivel obtenido de los diferentes análisis no lineales tiempo-historia como desplazamiento objetivo en los análisis pushover con cada patrón. Los resultados demuestran la falta de precisión que tienen los patrones más empleados para estimar adecuadamente las derivas de entrepiso de los últimos niveles. Se encontró que es posible obtener mejores estimaciones únicamente para los últimos niveles empleando dos patrones de distribución propuestos. Las demandas obtenidas para las curvaturas de sección son aceptables considerando que son cantidades de orden muy bajo. UNIVERSIDAD PRIVADA DE TACNA2023-01-26info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdftext/htmlhttps://revistas.upt.edu.pe/ojs/index.php/ingenieria/article/view/72410.47796/ing.v5i0.724INGENIERÍA INVESTIGA; Vol. 5 (2023): Ingeniería InvestigaINGENIERÍA INVESTIGA; Vol. 5 (2023): Ingeniería Investiga2708-303910.47796/ing.v5i0reponame:Revistas - Universidad Privada de Tacnainstname:Universidad Privada de Tacnainstacron:UPTspahttps://revistas.upt.edu.pe/ojs/index.php/ingenieria/article/view/724/732https://revistas.upt.edu.pe/ojs/index.php/ingenieria/article/view/724/733Derechos de autor 2023 José Miguel Vega Arana, Leonel Chahuares Paucarhttp://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessoai:revistas.upt.edu.pe:article/7242024-04-25T15:11:02Z |
dc.title.none.fl_str_mv |
Estimation of seismic demands using different basic load distribution patterns in nonlinear static analysis Estimación de demandas sísmicas usando diferentes patrones básicos de distribución de carga en análisis estático no lineal |
title |
Estimation of seismic demands using different basic load distribution patterns in nonlinear static analysis |
spellingShingle |
Estimation of seismic demands using different basic load distribution patterns in nonlinear static analysis Vega Arana, José Miguel demandas sísmicas patrones de distribución de carga análisis estático no lineal análisis pushover análisis no lineal tiempo-historia seismic demands patterns of load distribution nonlinear-static analysis pushover analysis nonlinear time-history analysis |
title_short |
Estimation of seismic demands using different basic load distribution patterns in nonlinear static analysis |
title_full |
Estimation of seismic demands using different basic load distribution patterns in nonlinear static analysis |
title_fullStr |
Estimation of seismic demands using different basic load distribution patterns in nonlinear static analysis |
title_full_unstemmed |
Estimation of seismic demands using different basic load distribution patterns in nonlinear static analysis |
title_sort |
Estimation of seismic demands using different basic load distribution patterns in nonlinear static analysis |
dc.creator.none.fl_str_mv |
Vega Arana, José Miguel Chahuares Paucar, Leonel |
author |
Vega Arana, José Miguel |
author_facet |
Vega Arana, José Miguel Chahuares Paucar, Leonel |
author_role |
author |
author2 |
Chahuares Paucar, Leonel |
author2_role |
author |
dc.subject.none.fl_str_mv |
demandas sísmicas patrones de distribución de carga análisis estático no lineal análisis pushover análisis no lineal tiempo-historia seismic demands patterns of load distribution nonlinear-static analysis pushover analysis nonlinear time-history analysis |
topic |
demandas sísmicas patrones de distribución de carga análisis estático no lineal análisis pushover análisis no lineal tiempo-historia seismic demands patterns of load distribution nonlinear-static analysis pushover analysis nonlinear time-history analysis |
description |
Seismic demands obtained from nonlinear static analysis play an important role in performance-based design or evaluation. It has been proved that the invariant patterns of load distribution most used in this kind of analysis are not always appropriate to represent the seismic action in structures when getting into the inelastic range. This study aims to compare the structural demands obtained from nonlinear static analysis using different basic patterns of load distribution with those obtained from the rigorous nonlinear time-history analyzes, which are considered as the benchmark. Four seismic intensities were considered, as well as two structure heights. The maximum average displacement of the top of the last level obtained from the different non-linear time-history analyzes was adopted as the objective displacement in the pushover analyzes with each pattern. The results show the lack of precision that the most used load distribution patterns have in order to adequately estimate the interstory drift ratio of the higher stories. It was found that it is possible to obtain better estimates solely for the highest stories using two proposed distribution patterns. The demands obtained for the section curvatures were acceptable considering that they are quantities of very low order. |
publishDate |
2023 |
dc.date.none.fl_str_mv |
2023-01-26 |
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/724 10.47796/ing.v5i0.724 |
url |
https://revistas.upt.edu.pe/ojs/index.php/ingenieria/article/view/724 |
identifier_str_mv |
10.47796/ing.v5i0.724 |
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/724/732 https://revistas.upt.edu.pe/ojs/index.php/ingenieria/article/view/724/733 |
dc.rights.none.fl_str_mv |
Derechos de autor 2023 José Miguel Vega Arana, Leonel Chahuares Paucar http://creativecommons.org/licenses/by/4.0 info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
Derechos de autor 2023 José Miguel Vega Arana, Leonel Chahuares Paucar http://creativecommons.org/licenses/by/4.0 |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf text/html |
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. 5 (2023): Ingeniería Investiga INGENIERÍA INVESTIGA; Vol. 5 (2023): Ingeniería Investiga 2708-3039 10.47796/ing.v5i0 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 |
|
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1844889328356950016 |
score |
12.9067135 |
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).