Spectral Seismic Analysis of Vertical Cylindrical Steel Tanks

The dynamic response results of a vertical cylindrical steel tank located in the south-eastern zone of the Republic of Cuba are analyzed. The tank was subjected to horizontal seismic excitation from the development of different calculation models, taking as reference the API 650 design code of 2013...

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Autores:
Tipo de recurso:
Fecha de publicación:
2021
Institución:
Universidad Pedagógica y Tecnológica de Colombia
Repositorio:
RiUPTC: Repositorio Institucional UPTC
Idioma:
eng
OAI Identifier:
oai:repositorio.uptc.edu.co:001/14306
Acceso en línea:
https://revistas.uptc.edu.co/index.php/ingenieria/article/view/12636
https://repositorio.uptc.edu.co/handle/001/14306
Palabra clave:
convective
cylindrical tanks
finite element
impulsive
response spectrum
convectivo
elemento finito
espectro de respuesta
impulsivo
tanques cilíndricos
Rights
License
http://creativecommons.org/licenses/by/4.0
id REPOUPTC2_f1dad2f2b9bd2860edac63fe95dd6d8f
oai_identifier_str oai:repositorio.uptc.edu.co:001/14306
network_acronym_str REPOUPTC2
network_name_str RiUPTC: Repositorio Institucional UPTC
repository_id_str
dc.title.en-US.fl_str_mv Spectral Seismic Analysis of Vertical Cylindrical Steel Tanks
dc.title.es-ES.fl_str_mv Análisis sísmico espectral de tanques cilíndricos verticales de acero
title Spectral Seismic Analysis of Vertical Cylindrical Steel Tanks
spellingShingle Spectral Seismic Analysis of Vertical Cylindrical Steel Tanks
convective
cylindrical tanks
finite element
impulsive
response spectrum
convectivo
elemento finito
espectro de respuesta
impulsivo
tanques cilíndricos
title_short Spectral Seismic Analysis of Vertical Cylindrical Steel Tanks
title_full Spectral Seismic Analysis of Vertical Cylindrical Steel Tanks
title_fullStr Spectral Seismic Analysis of Vertical Cylindrical Steel Tanks
title_full_unstemmed Spectral Seismic Analysis of Vertical Cylindrical Steel Tanks
title_sort Spectral Seismic Analysis of Vertical Cylindrical Steel Tanks
dc.subject.en-US.fl_str_mv convective
cylindrical tanks
finite element
impulsive
response spectrum
topic convective
cylindrical tanks
finite element
impulsive
response spectrum
convectivo
elemento finito
espectro de respuesta
impulsivo
tanques cilíndricos
dc.subject.es-ES.fl_str_mv convectivo
elemento finito
espectro de respuesta
impulsivo
tanques cilíndricos
description The dynamic response results of a vertical cylindrical steel tank located in the south-eastern zone of the Republic of Cuba are analyzed. The tank was subjected to horizontal seismic excitation from the development of different calculation models, taking as reference the API 650 design code of 2013 and the parameters that characterize the seismic hazard of the Republic of Cuba established in the design code NC 46: 2017. In the investigation, two mathematical calculation models were implemented: a simplified one based on the equivalent mechanical system described by Housner in 1963 and a complex model, which integrates the finite element technique and the spectral modal analysis method with the help of the professional software SAP2000, v.22.0. When analyzing the research results, it was concluded that (1) the values ​​of periods in tanks are high due to the fluctuations of the stored fluid; (2) there is an agreement between the analytical method specified in API. 650 and computational models based on finite elements; (3) the model developed from finite elements corroborates the existence of deformations in the lower part of the tank walls, which is known as "elephant foot" and "diamond point", as well as buckling in the upper part of the sidewall of the tank caused by the effect of the waves; and (4) according to the aspect ratios considered (H/R), in which the radius tank is constant, the value of the convective period decreases as said aspect ratio decreases; becoming the less dominant impulsive mode.
publishDate 2021
dc.date.accessioned.none.fl_str_mv 2024-07-05T19:11:57Z
dc.date.available.none.fl_str_mv 2024-07-05T19:11:57Z
dc.date.none.fl_str_mv 2021-08-02
dc.type.none.fl_str_mv info:eu-repo/semantics/article
dc.type.coar.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
dc.type.coarversion.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.version.spa.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.coarversion.spa.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a319
status_str publishedVersion
dc.identifier.none.fl_str_mv https://revistas.uptc.edu.co/index.php/ingenieria/article/view/12636
10.19053/01211129.v30.n57.2021.12636
dc.identifier.uri.none.fl_str_mv https://repositorio.uptc.edu.co/handle/001/14306
url https://revistas.uptc.edu.co/index.php/ingenieria/article/view/12636
https://repositorio.uptc.edu.co/handle/001/14306
identifier_str_mv 10.19053/01211129.v30.n57.2021.12636
dc.language.none.fl_str_mv eng
dc.language.iso.spa.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv https://revistas.uptc.edu.co/index.php/ingenieria/article/view/12636/11067
https://revistas.uptc.edu.co/index.php/ingenieria/article/view/12636/11149
dc.rights.en-US.fl_str_mv http://creativecommons.org/licenses/by/4.0
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.coar.spa.fl_str_mv http://purl.org/coar/access_right/c_abf236
rights_invalid_str_mv http://creativecommons.org/licenses/by/4.0
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dc.format.none.fl_str_mv application/pdf
text/xml
dc.publisher.en-US.fl_str_mv Universidad Pedagógica y Tecnológica de Colombia
dc.source.en-US.fl_str_mv Revista Facultad de Ingeniería; Vol. 30 No. 57 (2021): July-September 2021 (Continuous Publication); e12636
dc.source.es-ES.fl_str_mv Revista Facultad de Ingeniería; Vol. 30 Núm. 57 (2021): Julio-Septiembre 2021 (Publicación Continua); e12636
dc.source.none.fl_str_mv 2357-5328
0121-1129
institution Universidad Pedagógica y Tecnológica de Colombia
repository.name.fl_str_mv Repositorio Institucional UPTC
repository.mail.fl_str_mv repositorio.uptc@uptc.edu.co
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spelling 2021-08-022024-07-05T19:11:57Z2024-07-05T19:11:57Zhttps://revistas.uptc.edu.co/index.php/ingenieria/article/view/1263610.19053/01211129.v30.n57.2021.12636https://repositorio.uptc.edu.co/handle/001/14306The dynamic response results of a vertical cylindrical steel tank located in the south-eastern zone of the Republic of Cuba are analyzed. The tank was subjected to horizontal seismic excitation from the development of different calculation models, taking as reference the API 650 design code of 2013 and the parameters that characterize the seismic hazard of the Republic of Cuba established in the design code NC 46: 2017. In the investigation, two mathematical calculation models were implemented: a simplified one based on the equivalent mechanical system described by Housner in 1963 and a complex model, which integrates the finite element technique and the spectral modal analysis method with the help of the professional software SAP2000, v.22.0. When analyzing the research results, it was concluded that (1) the values ​​of periods in tanks are high due to the fluctuations of the stored fluid; (2) there is an agreement between the analytical method specified in API. 650 and computational models based on finite elements; (3) the model developed from finite elements corroborates the existence of deformations in the lower part of the tank walls, which is known as "elephant foot" and "diamond point", as well as buckling in the upper part of the sidewall of the tank caused by the effect of the waves; and (4) according to the aspect ratios considered (H/R), in which the radius tank is constant, the value of the convective period decreases as said aspect ratio decreases; becoming the less dominant impulsive mode.Se analizan los resultados de la respuesta dinámica de un tanque cilíndrico de acero, ubicado en la zona sur-oriental de Cuba; sometido a excitación sísmica horizontal, a partir del desarrollo de diferentes modelos de cálculo; tomando como referencia el código de diseño API 650 del 2013 y los parámetros que caracterizan el peligro sísmico de la República de Cuba, establecidos en la NC 46:2017. En la investigación se desarrollan dos modelos matemáticos de cálculo; uno simplificado basado en el sistema mecánico equivalente descrito por Housner en 1963 y otro complejo, el cual integra la técnica de los elementos finitos y el método del análisis modal espectral, con la ayuda del software profesional SAP2000, v.22.0 Al analizar los resultados se concluye que, (1) los valores de períodos en tanques son elevados debido a las oscilaciones del fluido almacenado, (2) existe concordancia entre el método analítico, especificado en API. 650, y los modelos computacionales basados en elementos finitos, (3) el modelo desarrollado a partir de elementos finitos, corrobora la existencia de deformaciones en la parte baja de las paredes del tanque, conocidas como “pata de elefante” y “punta de diamante”, así como, pandeo en la parte superior de la pared lateral del tanque, causado por el efecto del oleaje y (4) de acuerdo con las relaciones de aspecto tenidas en cuenta (H/R), en las cuales el radio es constante, el período del modo convectivo disminuye su valor, en la medida que disminuye dicha relación de aspecto; tornándose el modo impulsivo menos dominante.application/pdftext/xmlengengUniversidad Pedagógica y Tecnológica de Colombiahttps://revistas.uptc.edu.co/index.php/ingenieria/article/view/12636/11067https://revistas.uptc.edu.co/index.php/ingenieria/article/view/12636/11149Copyright (c) 2021 Nelson Saint-Felix-López, Eduardo-Rafael Álvarez-Deulofeu, Dario Candebat-Sánchezhttp://creativecommons.org/licenses/by/4.0http://purl.org/coar/access_right/c_abf236http://purl.org/coar/access_right/c_abf2Revista Facultad de Ingeniería; Vol. 30 No. 57 (2021): July-September 2021 (Continuous Publication); e12636Revista Facultad de Ingeniería; Vol. 30 Núm. 57 (2021): Julio-Septiembre 2021 (Publicación Continua); e126362357-53280121-1129convectivecylindrical tanksfinite elementimpulsiveresponse spectrumconvectivoelemento finitoespectro de respuestaimpulsivotanques cilíndricosSpectral Seismic Analysis of Vertical Cylindrical Steel TanksAnálisis sísmico espectral de tanques cilíndricos verticales de aceroinfo:eu-repo/semantics/articlehttp://purl.org/coar/resource_type/c_2df8fbb1info:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a319http://purl.org/coar/version/c_970fb48d4fbd8a85Saint-Felix-López, NelsonÁlvarez-Deulofeu, Eduardo RafaelCandebat-Sánchez, Dario001/14306oai:repositorio.uptc.edu.co:001/143062025-07-18 11:53:44.141metadata.onlyhttps://repositorio.uptc.edu.coRepositorio Institucional UPTCrepositorio.uptc@uptc.edu.co