Seismic Response of Steel Frame by Considering Soil-Structure Interaction under Seismic Sequence

Seismic sequence as a result of occurrence of strong and moderate earthquake ground motion in a short time strongly affects the seismic response of structures. This kind of excitation causes, in many cases, more deteriorated effects compared to the corresponding single ground motion. The aim of this...

Descripción completa

Guardado en:

Detalles Bibliográficos
Autores principales:	Alireza Karkabadi, Mohammad Iman Khodakarami, Mostafa Farajian
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2021
Materias:	seismic sequence soil-structure interaction steel frame frequency content Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/aef7b8b9bcd3407f8bfead43fbf8ad21
Etiquetas:	Agregar Etiqueta Sin Etiquetas, Sea el primero en etiquetar este registro!

id	oai:doaj.org-article:aef7b8b9bcd3407f8bfead43fbf8ad21
record_format	dspace
spelling	oai:doaj.org-article:aef7b8b9bcd3407f8bfead43fbf8ad212021-11-08T15:54:49ZSeismic Response of Steel Frame by Considering Soil-Structure Interaction under Seismic Sequence2476-39772538-261610.22065/jsce.2019.173144.1791https://doaj.org/article/aef7b8b9bcd3407f8bfead43fbf8ad212021-06-01T00:00:00Zhttps://www.jsce.ir/article_91632_65b3d1753815c81490e372f7186918b4.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Seismic sequence as a result of occurrence of strong and moderate earthquake ground motion in a short time strongly affects the seismic response of structures. This kind of excitation causes, in many cases, more deteriorated effects compared to the corresponding single ground motion. The aim of this paper is to investigate the effect of seismic sequence of earthquake ground motion on the seismic responses of steel moment frame structures considering soil-structure interaction (SSI). To this end, four steel moment frames with 8 and 16 stories are considered each of which have three and six bays. Soil-structure-interaction is considered by employing dampers and springs having specified damping and stiffness through cone method. For modelling SSI effects, three types of soil based on standard 2800 are considered. The time history of responses show that the relative displacement of structure is increased when the structure is subjected to the seismic sequence. As a result, the damage induced to the structure. It is noteworthy to say that the effect of seismic sequence is more in soft soil. The obtained responses show that a special attention should be paid for designing of steel structures in high seismic zone when they are subjected to seismic sequence excitation. Furthermore, soil-structure-interaction is an important parameter that should be considered for such conditions.Therefore, it is recommended that the effects of seismic sequence and soil-structure-interaction should be accounted for better estimation and evaluate accurate responses of steel shear frame.Alireza KarkabadiMohammad Iman KhodakaramiMostafa FarajianIranian Society of Structrual Engineering (ISSE)articleseismic sequencesoil-structure interactionsteel framefrequency contentBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 8, Iss 4, Pp 66-86 (2021)
institution	DOAJ
collection	DOAJ
language	FA
topic	seismic sequence soil-structure interaction steel frame frequency content Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	seismic sequence soil-structure interaction steel frame frequency content Bridge engineering TG1-470 Building construction TH1-9745 Alireza Karkabadi Mohammad Iman Khodakarami Mostafa Farajian Seismic Response of Steel Frame by Considering Soil-Structure Interaction under Seismic Sequence
description	Seismic sequence as a result of occurrence of strong and moderate earthquake ground motion in a short time strongly affects the seismic response of structures. This kind of excitation causes, in many cases, more deteriorated effects compared to the corresponding single ground motion. The aim of this paper is to investigate the effect of seismic sequence of earthquake ground motion on the seismic responses of steel moment frame structures considering soil-structure interaction (SSI). To this end, four steel moment frames with 8 and 16 stories are considered each of which have three and six bays. Soil-structure-interaction is considered by employing dampers and springs having specified damping and stiffness through cone method. For modelling SSI effects, three types of soil based on standard 2800 are considered. The time history of responses show that the relative displacement of structure is increased when the structure is subjected to the seismic sequence. As a result, the damage induced to the structure. It is noteworthy to say that the effect of seismic sequence is more in soft soil. The obtained responses show that a special attention should be paid for designing of steel structures in high seismic zone when they are subjected to seismic sequence excitation. Furthermore, soil-structure-interaction is an important parameter that should be considered for such conditions.Therefore, it is recommended that the effects of seismic sequence and soil-structure-interaction should be accounted for better estimation and evaluate accurate responses of steel shear frame.
format	article
author	Alireza Karkabadi Mohammad Iman Khodakarami Mostafa Farajian
author_facet	Alireza Karkabadi Mohammad Iman Khodakarami Mostafa Farajian
author_sort	Alireza Karkabadi
title	Seismic Response of Steel Frame by Considering Soil-Structure Interaction under Seismic Sequence
title_short	Seismic Response of Steel Frame by Considering Soil-Structure Interaction under Seismic Sequence
title_full	Seismic Response of Steel Frame by Considering Soil-Structure Interaction under Seismic Sequence
title_fullStr	Seismic Response of Steel Frame by Considering Soil-Structure Interaction under Seismic Sequence
title_full_unstemmed	Seismic Response of Steel Frame by Considering Soil-Structure Interaction under Seismic Sequence
title_sort	seismic response of steel frame by considering soil-structure interaction under seismic sequence
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2021
url	https://doaj.org/article/aef7b8b9bcd3407f8bfead43fbf8ad21
work_keys_str_mv	AT alirezakarkabadi seismicresponseofsteelframebyconsideringsoilstructureinteractionunderseismicsequence AT mohammadimankhodakarami seismicresponseofsteelframebyconsideringsoilstructureinteractionunderseismicsequence AT mostafafarajian seismicresponseofsteelframebyconsideringsoilstructureinteractionunderseismicsequence
_version_	1718441598387224576

Seismic Response of Steel Frame by Considering Soil-Structure Interaction under Seismic Sequence

Ejemplares similares