Structural behavior of steel slit damper in steel beam to column connection

ABSTRACTMost of the steel moment resisting frames, damage at the beam-to-column connections during seismic loads. Application of passive dampers in order to prevent damages to the main components of structure has been an interesting subject for many researchers recently. In this present study, perf...

Descripción completa

Guardado en:

Detalles Bibliográficos
Autores principales:	Omid Kohnehpooshi, Afrasyab Salem
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2020
Materias:	energy dissipation passive control steel slit damper finite element beam to column connection Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/fba087dabc994c3fa1116545b5803677
Etiquetas:	Agregar Etiqueta Sin Etiquetas, Sea el primero en etiquetar este registro!

id	oai:doaj.org-article:fba087dabc994c3fa1116545b5803677
record_format	dspace
spelling	oai:doaj.org-article:fba087dabc994c3fa1116545b58036772021-11-08T15:53:06ZStructural behavior of steel slit damper in steel beam to column connection2476-39772538-261610.22065/jsce.2018.112329.1416https://doaj.org/article/fba087dabc994c3fa1116545b58036772020-03-01T00:00:00Zhttps://www.jsce.ir/article_66328_7e0ec448bbb87ae292f07f1a70ed4a73.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616ABSTRACTMost of the steel moment resisting frames, damage at the beam-to-column connections during seismic loads. Application of passive dampers in order to prevent damages to the main components of structure has been an interesting subject for many researchers recently. In this present study, performance of the metallic yield damper is slit steel damper (SSD) on the steel beam-to-column connection is carried out using finite element model. Thus, first this damper and its connection is simulated. After validation of results, the effect of various dimensional parameters including radius slot, of damper on the performance of damper and its connection was investigated. Then various forms of this damper simulated and their effect on the performance of damper and the steel beam-to-column connection is studied. Moment- rotation, Hysteresis curves and plastic strains for each size of radius slot and different shapes extracted from the analysis were compared. Furthermore base shear force for steel frames with and without slit dampers in term of energy absorption and deformation are compared together. Findings indicated seismic behavior fitted to such dampers. The results indicate that the slit damper shows a proper function in absorbing energy. Recommendation for appropriate size and shape of slit steel dampers proposed.Omid KohnehpooshiAfrasyab SalemIranian Society of Structrual Engineering (ISSE)articleenergy dissipationpassive controlsteel slit damperfinite elementbeam to column connectionBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 7, Iss 1, Pp 26-40 (2020)
institution	DOAJ
collection	DOAJ
language	FA
topic	energy dissipation passive control steel slit damper finite element beam to column connection Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	energy dissipation passive control steel slit damper finite element beam to column connection Bridge engineering TG1-470 Building construction TH1-9745 Omid Kohnehpooshi Afrasyab Salem Structural behavior of steel slit damper in steel beam to column connection
description	ABSTRACTMost of the steel moment resisting frames, damage at the beam-to-column connections during seismic loads. Application of passive dampers in order to prevent damages to the main components of structure has been an interesting subject for many researchers recently. In this present study, performance of the metallic yield damper is slit steel damper (SSD) on the steel beam-to-column connection is carried out using finite element model. Thus, first this damper and its connection is simulated. After validation of results, the effect of various dimensional parameters including radius slot, of damper on the performance of damper and its connection was investigated. Then various forms of this damper simulated and their effect on the performance of damper and the steel beam-to-column connection is studied. Moment- rotation, Hysteresis curves and plastic strains for each size of radius slot and different shapes extracted from the analysis were compared. Furthermore base shear force for steel frames with and without slit dampers in term of energy absorption and deformation are compared together. Findings indicated seismic behavior fitted to such dampers. The results indicate that the slit damper shows a proper function in absorbing energy. Recommendation for appropriate size and shape of slit steel dampers proposed.
format	article
author	Omid Kohnehpooshi Afrasyab Salem
author_facet	Omid Kohnehpooshi Afrasyab Salem
author_sort	Omid Kohnehpooshi
title	Structural behavior of steel slit damper in steel beam to column connection
title_short	Structural behavior of steel slit damper in steel beam to column connection
title_full	Structural behavior of steel slit damper in steel beam to column connection
title_fullStr	Structural behavior of steel slit damper in steel beam to column connection
title_full_unstemmed	Structural behavior of steel slit damper in steel beam to column connection
title_sort	structural behavior of steel slit damper in steel beam to column connection
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2020
url	https://doaj.org/article/fba087dabc994c3fa1116545b5803677
work_keys_str_mv	AT omidkohnehpooshi structuralbehaviorofsteelslitdamperinsteelbeamtocolumnconnection AT afrasyabsalem structuralbehaviorofsteelslitdamperinsteelbeamtocolumnconnection
_version_	1718441627831238656

Structural behavior of steel slit damper in steel beam to column connection

Ejemplares similares