Modeling impact damper in building frames using GAP element

Main effective factor in impact dampers to control vibration is to create disruption in structural oscillation amplitude using small forces induced by auxiliary masses to reduce strong vibrations. So far, modeling of the impact damper has been conducted solely through MATLAB software. Naturally, the...

Descripción completa

Guardado en:

Detalles Bibliográficos
Autores principales:	Seyed Mehdi Zahrai, Alireza Heisami
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2017
Materias:	non-linear damper impact damper single degree of freedom system sap2000 program Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/5da819462e914e3fbc17c66ebd992681
Etiquetas:	Agregar Etiqueta Sin Etiquetas, Sea el primero en etiquetar este registro!

id	oai:doaj.org-article:5da819462e914e3fbc17c66ebd992681
record_format	dspace
spelling	oai:doaj.org-article:5da819462e914e3fbc17c66ebd9926812021-11-08T15:46:28ZModeling impact damper in building frames using GAP element2476-39772538-261610.22065/jsce.2017.44359https://doaj.org/article/5da819462e914e3fbc17c66ebd9926812017-05-01T00:00:00Zhttps://www.jsce.ir/article_44359_14a31e34a80b13cf5eb6b31a1e8ff455.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Main effective factor in impact dampers to control vibration is to create disruption in structural oscillation amplitude using small forces induced by auxiliary masses to reduce strong vibrations. So far, modeling of the impact damper has been conducted solely through MATLAB software. Naturally, the functional aspects of this software are limited in research and development aspects compared to the common programs such as SAP2000 and ETABS. In this paper, a Single Degree of Freedom System, SDOF, is first modeled under harmonic loading with maximum amplitude of 0.4g in SAP2000 program. Then, the results are compared with numerical model. In this way, the proposed model is validated and the SDOF system equipped with an impact damper is investigated under the Kobe and Northridge earthquake records using SAP2000 model. Based on obtained results, the system equipped with an impact damper under the Kobe and Northridge earthquakes for structures considered in this study would have better seismic performance in which maximum displacements are reduced 6% and 33% respectively. Finally, impact dampers are modeled in a 4-story building structure with concentric bracing leading to 12% reduction in story drifts.Seyed Mehdi ZahraiAlireza HeisamiIranian Society of Structrual Engineering (ISSE)articlenon-linear damperimpact dampersingle degree of freedom systemsap2000 programBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 4, Iss 1, Pp 113-125 (2017)
institution	DOAJ
collection	DOAJ
language	FA
topic	non-linear damper impact damper single degree of freedom system sap2000 program Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	non-linear damper impact damper single degree of freedom system sap2000 program Bridge engineering TG1-470 Building construction TH1-9745 Seyed Mehdi Zahrai Alireza Heisami Modeling impact damper in building frames using GAP element
description	Main effective factor in impact dampers to control vibration is to create disruption in structural oscillation amplitude using small forces induced by auxiliary masses to reduce strong vibrations. So far, modeling of the impact damper has been conducted solely through MATLAB software. Naturally, the functional aspects of this software are limited in research and development aspects compared to the common programs such as SAP2000 and ETABS. In this paper, a Single Degree of Freedom System, SDOF, is first modeled under harmonic loading with maximum amplitude of 0.4g in SAP2000 program. Then, the results are compared with numerical model. In this way, the proposed model is validated and the SDOF system equipped with an impact damper is investigated under the Kobe and Northridge earthquake records using SAP2000 model. Based on obtained results, the system equipped with an impact damper under the Kobe and Northridge earthquakes for structures considered in this study would have better seismic performance in which maximum displacements are reduced 6% and 33% respectively. Finally, impact dampers are modeled in a 4-story building structure with concentric bracing leading to 12% reduction in story drifts.
format	article
author	Seyed Mehdi Zahrai Alireza Heisami
author_facet	Seyed Mehdi Zahrai Alireza Heisami
author_sort	Seyed Mehdi Zahrai
title	Modeling impact damper in building frames using GAP element
title_short	Modeling impact damper in building frames using GAP element
title_full	Modeling impact damper in building frames using GAP element
title_fullStr	Modeling impact damper in building frames using GAP element
title_full_unstemmed	Modeling impact damper in building frames using GAP element
title_sort	modeling impact damper in building frames using gap element
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2017
url	https://doaj.org/article/5da819462e914e3fbc17c66ebd992681
work_keys_str_mv	AT seyedmehdizahrai modelingimpactdamperinbuildingframesusinggapelement AT alirezaheisami modelingimpactdamperinbuildingframesusinggapelement
_version_	1718441663049760768

Modeling impact damper in building frames using GAP element

Ejemplares similares