Analytical Assessment of Effects of Cover Plates on Improvement the Seismic Nonlinear Behavior of Moment Link to Column Connections in Eccentrically Braced Frames

Many codes and regulations for designing of steel structures the same as 10th part of Iranian national buildings code don’t offer any solution link-to-column connection in eccentric braced frames. In eccentrically braced frames (EBF), required ductility and a major part of absorption and energy depr...

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Autores principales:	hamed saffari, Abbas Sivandi-Pour, elnaz molaei
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2019
Materias:	eccentrically braced frames link-to-column connections finite element analysis performance plastic rotation Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/ff3961cf8aac47d7a357f8a69f99fb10
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spelling	oai:doaj.org-article:ff3961cf8aac47d7a357f8a69f99fb102021-11-08T15:52:34ZAnalytical Assessment of Effects of Cover Plates on Improvement the Seismic Nonlinear Behavior of Moment Link to Column Connections in Eccentrically Braced Frames2476-39772538-261610.22065/jsce.2017.93094.1270https://doaj.org/article/ff3961cf8aac47d7a357f8a69f99fb102019-06-01T00:00:00Zhttps://www.jsce.ir/article_54088_ed895095d85c2ff2a8c12cbddc70ff56.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Many codes and regulations for designing of steel structures the same as 10th part of Iranian national buildings code don’t offer any solution link-to-column connection in eccentric braced frames. In eccentrically braced frames (EBF), required ductility and a major part of absorption and energy depreciation is done by link to column connection. The ability of link in absorb and depreciate energy is depended on specification and geometric details. So design of link-to-column connection in resistant frames to earthquake with eccentrically braced frames remains an unsolved problem. This paper is discussing about the effect of adding cover plates on improving the seismic behavior of not reinforced moment connection of the link beam and preparing the ductility demand of connection by finite elements method. In this paper the model fracture recognition is introduced with adopting the experimental results with the maximum plastic strain index. Welded link-to-column connections have the potential to fracture in the wing of link beam, before adequate rotation. So three types of cover plates are assessed to delay the fracture of connection. The result was that the triangular cover plates have the best performance.The result was that the triangular cover plates have the best performance.The result was that the triangular cover plates have the best performance.hamed saffariAbbas Sivandi-Pourelnaz molaeiIranian Society of Structrual Engineering (ISSE)articleeccentrically braced frameslink-to-column connectionsfinite element analysisperformanceplastic rotationBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 6, Iss شماره ویژه 1, Pp 77-94 (2019)
institution	DOAJ
collection	DOAJ
language	FA
topic	eccentrically braced frames link-to-column connections finite element analysis performance plastic rotation Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	eccentrically braced frames link-to-column connections finite element analysis performance plastic rotation Bridge engineering TG1-470 Building construction TH1-9745 hamed saffari Abbas Sivandi-Pour elnaz molaei Analytical Assessment of Effects of Cover Plates on Improvement the Seismic Nonlinear Behavior of Moment Link to Column Connections in Eccentrically Braced Frames
description	Many codes and regulations for designing of steel structures the same as 10th part of Iranian national buildings code don’t offer any solution link-to-column connection in eccentric braced frames. In eccentrically braced frames (EBF), required ductility and a major part of absorption and energy depreciation is done by link to column connection. The ability of link in absorb and depreciate energy is depended on specification and geometric details. So design of link-to-column connection in resistant frames to earthquake with eccentrically braced frames remains an unsolved problem. This paper is discussing about the effect of adding cover plates on improving the seismic behavior of not reinforced moment connection of the link beam and preparing the ductility demand of connection by finite elements method. In this paper the model fracture recognition is introduced with adopting the experimental results with the maximum plastic strain index. Welded link-to-column connections have the potential to fracture in the wing of link beam, before adequate rotation. So three types of cover plates are assessed to delay the fracture of connection. The result was that the triangular cover plates have the best performance.The result was that the triangular cover plates have the best performance.The result was that the triangular cover plates have the best performance.
format	article
author	hamed saffari Abbas Sivandi-Pour elnaz molaei
author_facet	hamed saffari Abbas Sivandi-Pour elnaz molaei
author_sort	hamed saffari
title	Analytical Assessment of Effects of Cover Plates on Improvement the Seismic Nonlinear Behavior of Moment Link to Column Connections in Eccentrically Braced Frames
title_short	Analytical Assessment of Effects of Cover Plates on Improvement the Seismic Nonlinear Behavior of Moment Link to Column Connections in Eccentrically Braced Frames
title_full	Analytical Assessment of Effects of Cover Plates on Improvement the Seismic Nonlinear Behavior of Moment Link to Column Connections in Eccentrically Braced Frames
title_fullStr	Analytical Assessment of Effects of Cover Plates on Improvement the Seismic Nonlinear Behavior of Moment Link to Column Connections in Eccentrically Braced Frames
title_full_unstemmed	Analytical Assessment of Effects of Cover Plates on Improvement the Seismic Nonlinear Behavior of Moment Link to Column Connections in Eccentrically Braced Frames
title_sort	analytical assessment of effects of cover plates on improvement the seismic nonlinear behavior of moment link to column connections in eccentrically braced frames
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2019
url	https://doaj.org/article/ff3961cf8aac47d7a357f8a69f99fb10
work_keys_str_mv	AT hamedsaffari analyticalassessmentofeffectsofcoverplatesonimprovementtheseismicnonlinearbehaviorofmomentlinktocolumnconnectionsineccentricallybracedframes AT abbassivandipour analyticalassessmentofeffectsofcoverplatesonimprovementtheseismicnonlinearbehaviorofmomentlinktocolumnconnectionsineccentricallybracedframes AT elnazmolaei analyticalassessmentofeffectsofcoverplatesonimprovementtheseismicnonlinearbehaviorofmomentlinktocolumnconnectionsineccentricallybracedframes
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Analytical Assessment of Effects of Cover Plates on Improvement the Seismic Nonlinear Behavior of Moment Link to Column Connections in Eccentrically Braced Frames

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