Analysis of an analytical model to evaluate the interaction between a vibratory table and an essay structure, during seismic simulation tests

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In the present research work, an analytical model that evaluates the interaction between vibratory table and test structures, during seismic simulation tests is analyzed. The model under study is the one proposed by Esparza (1986), which represents the implementation of a controller by feedback of f...

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Detalles Bibliográficos
Autor: Patiño Mendoza, Carmen
Formato: artículo
Fecha de Publicación:2018
Institución:Universidad Privada de Tacna
Repositorio:Revista UPT - Veritas et Scientia
Lenguaje:español
OAI Identifier:oai:ojs2.172.30.101.191:article/13
Enlace del recurso:http://revistas.upt.edu.pe/ojs/index.php/vestsc/article/view/13
Nivel de acceso:acceso abierto
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spelling Analysis of an analytical model to evaluate the interaction between a vibratory table and an essay structure, during seismic simulation testsAnálisis de un modelo analítico para evaluar la interacción entre una mesa vibratoria y una estructura de ensayo durante ensayos de simulación sísmicaPatiño Mendoza, CarmenIn the present research work, an analytical model that evaluates the interaction between vibratory table and test structures, during seismic simulation tests is analyzed. The model under study is the one proposed by Esparza (1986), which represents the implementation of a controller by feedback of forces and displacement, with the purpose of expanding the study in vibratory tables that constitute crucial tools to analyze the performance of structures before seismic actions. It should be noted that these devices have become a fundamental part in the field of earthquake-resistant engineering, allowing us to study complex structural dynamical models. Based on an extensive literature review, this research paper describes and discusses some of the most commonly used control systems and their effect on the reproduction of the seismic signal on vibrating tables and, in the case of the test structure, opted to use a structure with cellular concrete properties, in order to validate its behavior against seismic events, as an efficient construction alternative and identify its dynamic parameters.En el presente trabajo de investigación, se analiza un modelo analítico que evalúa la interacción entre mesa vibratoria y estructuras de ensayo, durante ensayos de simulación sísmica. El modelo en estudio es el propuesto por Esparza (1986), que representa la implementación de un controlador por retroalimentación de fuerzas y desplazamiento, éste con la finalidad de ampliar el estudio en mesas vibratorias que se constituyen en herramientas cruciales para analizar el desempeño de estructuras ante acciones sísmicas. A partir de una extensa revisión bibliográfica, en este trabajo de investigación se describen y discuten algunos de los sistemas de control más utilizados, y su efecto en la reproducción de la señal sísmica en mesas vibratorias y para el caso de la estructura de ensayo se ha optado por utilizar una estructura con propiedades de concreto celular, con la finalidad de validar su comportamiento ante eventos sísmicos, como alternativa de construcción eficiente e identificar sus parámetros dinámicos.Universidad Privada de Tacna2018-07-02info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://revistas.upt.edu.pe/ojs/index.php/vestsc/article/view/1310.47796/ves.v7i1.13REVISTA VERITAS ET SCIENTIA - UPT; Vol. 7 Núm. 1 (2018): Veritas Et Scientia; pp. 836-847JOURNAL VERITAS ET SCIENTIA - UPT; Vol 7 No 1 (2018): Veritas Et Scientia; pp. 836-8472617-06392307-513910.47796/ves.v7i1reponame:Revista UPT - Veritas et Scientiainstname:Universidad Privada de Tacnainstacron:UPTspahttp://revistas.upt.edu.pe/ojs/index.php/vestsc/article/view/13/11Derechos de autor 2018 Carmen Patiño Mendozahttp://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccess2021-06-04T16:25:13Zmail@mail.com -
dc.title.none.fl_str_mv Analysis of an analytical model to evaluate the interaction between a vibratory table and an essay structure, during seismic simulation tests
Análisis de un modelo analítico para evaluar la interacción entre una mesa vibratoria y una estructura de ensayo durante ensayos de simulación sísmica
title Analysis of an analytical model to evaluate the interaction between a vibratory table and an essay structure, during seismic simulation tests
spellingShingle Analysis of an analytical model to evaluate the interaction between a vibratory table and an essay structure, during seismic simulation tests
Patiño Mendoza, Carmen
title_short Analysis of an analytical model to evaluate the interaction between a vibratory table and an essay structure, during seismic simulation tests
title_full Analysis of an analytical model to evaluate the interaction between a vibratory table and an essay structure, during seismic simulation tests
title_fullStr Analysis of an analytical model to evaluate the interaction between a vibratory table and an essay structure, during seismic simulation tests
title_full_unstemmed Analysis of an analytical model to evaluate the interaction between a vibratory table and an essay structure, during seismic simulation tests
title_sort Analysis of an analytical model to evaluate the interaction between a vibratory table and an essay structure, during seismic simulation tests
dc.creator.none.fl_str_mv Patiño Mendoza, Carmen
author Patiño Mendoza, Carmen
author_facet Patiño Mendoza, Carmen
author_role author
dc.description.none.fl_txt_mv In the present research work, an analytical model that evaluates the interaction between vibratory table and test structures, during seismic simulation tests is analyzed. The model under study is the one proposed by Esparza (1986), which represents the implementation of a controller by feedback of forces and displacement, with the purpose of expanding the study in vibratory tables that constitute crucial tools to analyze the performance of structures before seismic actions. It should be noted that these devices have become a fundamental part in the field of earthquake-resistant engineering, allowing us to study complex structural dynamical models. Based on an extensive literature review, this research paper describes and discusses some of the most commonly used control systems and their effect on the reproduction of the seismic signal on vibrating tables and, in the case of the test structure, opted to use a structure with cellular concrete properties, in order to validate its behavior against seismic events, as an efficient construction alternative and identify its dynamic parameters.
En el presente trabajo de investigación, se analiza un modelo analítico que evalúa la interacción entre mesa vibratoria y estructuras de ensayo, durante ensayos de simulación sísmica. El modelo en estudio es el propuesto por Esparza (1986), que representa la implementación de un controlador por retroalimentación de fuerzas y desplazamiento, éste con la finalidad de ampliar el estudio en mesas vibratorias que se constituyen en herramientas cruciales para analizar el desempeño de estructuras ante acciones sísmicas. A partir de una extensa revisión bibliográfica, en este trabajo de investigación se describen y discuten algunos de los sistemas de control más utilizados, y su efecto en la reproducción de la señal sísmica en mesas vibratorias y para el caso de la estructura de ensayo se ha optado por utilizar una estructura con propiedades de concreto celular, con la finalidad de validar su comportamiento ante eventos sísmicos, como alternativa de construcción eficiente e identificar sus parámetros dinámicos.
description In the present research work, an analytical model that evaluates the interaction between vibratory table and test structures, during seismic simulation tests is analyzed. The model under study is the one proposed by Esparza (1986), which represents the implementation of a controller by feedback of forces and displacement, with the purpose of expanding the study in vibratory tables that constitute crucial tools to analyze the performance of structures before seismic actions. It should be noted that these devices have become a fundamental part in the field of earthquake-resistant engineering, allowing us to study complex structural dynamical models. Based on an extensive literature review, this research paper describes and discusses some of the most commonly used control systems and their effect on the reproduction of the seismic signal on vibrating tables and, in the case of the test structure, opted to use a structure with cellular concrete properties, in order to validate its behavior against seismic events, as an efficient construction alternative and identify its dynamic parameters.
publishDate 2018
dc.date.none.fl_str_mv 2018-07-02
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 http://revistas.upt.edu.pe/ojs/index.php/vestsc/article/view/13
10.47796/ves.v7i1.13
url http://revistas.upt.edu.pe/ojs/index.php/vestsc/article/view/13
identifier_str_mv 10.47796/ves.v7i1.13
dc.language.none.fl_str_mv spa
language spa
dc.relation.none.fl_str_mv http://revistas.upt.edu.pe/ojs/index.php/vestsc/article/view/13/11
dc.rights.none.fl_str_mv Derechos de autor 2018 Carmen Patiño Mendoza
http://creativecommons.org/licenses/by/4.0
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Derechos de autor 2018 Carmen Patiño Mendoza
http://creativecommons.org/licenses/by/4.0
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 REVISTA VERITAS ET SCIENTIA - UPT; Vol. 7 Núm. 1 (2018): Veritas Et Scientia; pp. 836-847
JOURNAL VERITAS ET SCIENTIA - UPT; Vol 7 No 1 (2018): Veritas Et Scientia; pp. 836-847
2617-0639
2307-5139
10.47796/ves.v7i1
reponame:Revista UPT - Veritas et Scientia
instname:Universidad Privada de Tacna
instacron:UPT
reponame_str Revista UPT - Veritas et Scientia
collection Revista UPT - Veritas et Scientia
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instacron_str UPT
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