Estimation of seismic demands using different basic load distribution patterns in nonlinear static analysis

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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...

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Detalles Bibliográficos
Autores: Vega Arana, José Miguel, Chahuares Paucar, Leonel
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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spelling 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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