Seismic behavior of reinforced concrete porticoes under the influence of the strong portion in a soft soil

The soil maximum acceleration is one of most widely used seismic disturbance parameters and it is associated with the earthquake destructive potential. However, there is no direct relationship between them since some earthquakes with large maximum accelerations do not cause further damage, recog...

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मुख्य लेखक:	Rodríguez Gómez, Hermenegildo
स्वरूप:	Online
भाषा:	spa
प्रकाशित:	Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil 2014
ऑनलाइन पहुंच:	https://revistas.uclave.org/index.php/gt/article/view/1329
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record_format	ojs
spelling	oai:ojs2.revistas.uclave.org:article-13292018-07-27T15:07:07Z Seismic behavior of reinforced concrete porticoes under the influence of the strong portion in a soft soil Comportamiento sísmico de pórticos de concreto armado bajo la influencia de la porción fuerte en un suelo blando Rodríguez Gómez, Hermenegildo acelerograma suelo blando potencial de daño accelerogram soft soil strong portion The soil maximum acceleration is one of most widely used seismic disturbance parameters and it is associated with the earthquake destructive potential. However, there is no direct relationship between them since some earthquakes with large maximum accelerations do not cause further damage, recognizing that the acceleration maximum amplitude is a poor indicator of an earthquake destructive potential. Due to the earthquake complexity, it is not easy to define parameters which are able to obtain the strong portion of any seismic event to assess its behavior in reinforced concrete structures. For that reason, a definition to get the amount of portion considered as strong earthquake is previously needed. Nevertheless, this is performed using log-acceleration time history and its respective acceleration elastic response spectrum used to determine the stronger portion of the physical phenomenon Uno de los parámetros de los movimientos sísmicos más ampliamente usado y asociado con el potencial destructivo del sismo ha sido la aceleración máxima del suelo. Sin embargo, se ha verificado experimentalmente que no existe una relación directa entre ellos, ya que se da el caso de sismos que a pesar de sus grandes aceleraciones máximas no produce mayor daño, reconociendo que la amplitud máxima de la aceleración es un indicador pobre del potencial destructivo del sismo. Debido a la complejidad del fenómeno sísmico, no es fácil definir parámetros que permitan obtener la porción fuerte de un evento sísmico cualquiera, que permita evaluar su comportamiento en estructuras de concreto armado, por tal razón, previo al estudio es necesario adoptar una definición que permita obtener la cantidad del sismo considerada como porción fuerte. No obstante, esto se lleva a cabo mediante la utilización de registro historia-tiempo de aceleración y su respectivo espectro de respuesta elástica de aceleración, utilizados para determinar la porción fuerte del fenómeno físico Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil 2014-10-15 info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Artículo científico de investigación original application/pdf https://revistas.uclave.org/index.php/gt/article/view/1329 Gaceta Técnica; Vol. 11 No. 1 (2014): January-June; 13-24 Gaceta Técnica; Vol. 11 Núm. 1 (2014): Enero-Junio; 13-24 Gaceta Técnica; v. 11 n. 1 (2014): January-June; 13-24 2477-9539 spa https://revistas.uclave.org/index.php/gt/article/view/1329/625
institution	Universidad Centroccidental Lisandro Alvarado
collection	OJS
language	spa
format	Online
author	Rodríguez Gómez, Hermenegildo
spellingShingle	Rodríguez Gómez, Hermenegildo Seismic behavior of reinforced concrete porticoes under the influence of the strong portion in a soft soil
author_facet	Rodríguez Gómez, Hermenegildo
author_sort	Rodríguez Gómez, Hermenegildo
title	Seismic behavior of reinforced concrete porticoes under the influence of the strong portion in a soft soil
title_short	Seismic behavior of reinforced concrete porticoes under the influence of the strong portion in a soft soil
title_full	Seismic behavior of reinforced concrete porticoes under the influence of the strong portion in a soft soil
title_fullStr	Seismic behavior of reinforced concrete porticoes under the influence of the strong portion in a soft soil
title_full_unstemmed	Seismic behavior of reinforced concrete porticoes under the influence of the strong portion in a soft soil
title_sort	seismic behavior of reinforced concrete porticoes under the influence of the strong portion in a soft soil
description	The soil maximum acceleration is one of most widely used seismic disturbance parameters and it is associated with the earthquake destructive potential. However, there is no direct relationship between them since some earthquakes with large maximum accelerations do not cause further damage, recognizing that the acceleration maximum amplitude is a poor indicator of an earthquake destructive potential. Due to the earthquake complexity, it is not easy to define parameters which are able to obtain the strong portion of any seismic event to assess its behavior in reinforced concrete structures. For that reason, a definition to get the amount of portion considered as strong earthquake is previously needed. Nevertheless, this is performed using log-acceleration time history and its respective acceleration elastic response spectrum used to determine the stronger portion of the physical phenomenon
publisher	Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil
publishDate	2014
url	https://revistas.uclave.org/index.php/gt/article/view/1329
work_keys_str_mv	AT rodriguezgomezhermenegildo seismicbehaviorofreinforcedconcreteporticoesundertheinfluenceofthestrongportioninasoftsoil AT rodriguezgomezhermenegildo comportamientosismicodeporticosdeconcretoarmadobajolainfluenciadelaporcionfuerteenunsueloblando
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Seismic behavior of reinforced concrete porticoes under the influence of the strong portion in a soft soil

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