Evaluation the possibility of the occurrence of progressive collapse in steel moment frames (ordinary, intermediate and special) due to sudden column removal

Buildings during their useful life may be affected by different external threats. These threats can harm the key elements of buildings and thus lead to progressive collapse. In recent decades, researchers have been working extensively on how to deal with abnormal events such as explosions, accidents...

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Autores principales:	Kourosh Mehdizadeh, Abbas Karamodin
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2018
Materias:	steel moment resistance frame progressive collapse ductility deterioration gsa guideline ufc guideline Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/b0ef0918d5b94feb8a1e95ab8343eaaf
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spelling	oai:doaj.org-article:b0ef0918d5b94feb8a1e95ab8343eaaf2021-11-08T15:50:37ZEvaluation the possibility of the occurrence of progressive collapse in steel moment frames (ordinary, intermediate and special) due to sudden column removal2476-39772538-261610.22065/jsce.2017.89028.1231https://doaj.org/article/b0ef0918d5b94feb8a1e95ab8343eaaf2018-10-01T00:00:00Zhttps://www.jsce.ir/article_49593_2dc911184322cd6d92960cd75361ddac.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Buildings during their useful life may be affected by different external threats. These threats can harm the key elements of buildings and thus lead to progressive collapse. In recent decades, researchers have been working extensively on how to deal with abnormal events such as explosions, accidents and terrorist attacks. In this study, a typically 5-story steel structure with ordinary, intermediate and special (low, medium and high ductility levels) moment frames designed based on internal regulations and all criteria have been controlled. Then by selecting a middle two-dimensional frame, the possibility of occurrence of progressive collapse caused by the sudden removal of corner and middle columns of all three frames have been investigated based on the guidelines of the GSA and the UFC. By defining the concentrated plastic hinges at the element ends and by using the strength and stiffness attenuation parameters resulted from laboratory studies of other researchers, non-linear dynamic behavior of frames due to sudden removal of columns have been investigated. Results show that the possibility of damage to special moment frame is more than the intermediate and ordinary moment frames. Also the results indicate unlike the seismic retrofitting that providing ductility is an important method to reduce damages to the buildings, for damages caused by gravity loads, higher strength and stiffness can limit the progress of damages.Kourosh MehdizadehAbbas KaramodinIranian Society of Structrual Engineering (ISSE)articlesteel moment resistance frameprogressive collapseductilitydeteriorationgsa guidelineufc guidelineBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 5, Iss 3, Pp 85-105 (2018)
institution	DOAJ
collection	DOAJ
language	FA
topic	steel moment resistance frame progressive collapse ductility deterioration gsa guideline ufc guideline Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	steel moment resistance frame progressive collapse ductility deterioration gsa guideline ufc guideline Bridge engineering TG1-470 Building construction TH1-9745 Kourosh Mehdizadeh Abbas Karamodin Evaluation the possibility of the occurrence of progressive collapse in steel moment frames (ordinary, intermediate and special) due to sudden column removal
description	Buildings during their useful life may be affected by different external threats. These threats can harm the key elements of buildings and thus lead to progressive collapse. In recent decades, researchers have been working extensively on how to deal with abnormal events such as explosions, accidents and terrorist attacks. In this study, a typically 5-story steel structure with ordinary, intermediate and special (low, medium and high ductility levels) moment frames designed based on internal regulations and all criteria have been controlled. Then by selecting a middle two-dimensional frame, the possibility of occurrence of progressive collapse caused by the sudden removal of corner and middle columns of all three frames have been investigated based on the guidelines of the GSA and the UFC. By defining the concentrated plastic hinges at the element ends and by using the strength and stiffness attenuation parameters resulted from laboratory studies of other researchers, non-linear dynamic behavior of frames due to sudden removal of columns have been investigated. Results show that the possibility of damage to special moment frame is more than the intermediate and ordinary moment frames. Also the results indicate unlike the seismic retrofitting that providing ductility is an important method to reduce damages to the buildings, for damages caused by gravity loads, higher strength and stiffness can limit the progress of damages.
format	article
author	Kourosh Mehdizadeh Abbas Karamodin
author_facet	Kourosh Mehdizadeh Abbas Karamodin
author_sort	Kourosh Mehdizadeh
title	Evaluation the possibility of the occurrence of progressive collapse in steel moment frames (ordinary, intermediate and special) due to sudden column removal
title_short	Evaluation the possibility of the occurrence of progressive collapse in steel moment frames (ordinary, intermediate and special) due to sudden column removal
title_full	Evaluation the possibility of the occurrence of progressive collapse in steel moment frames (ordinary, intermediate and special) due to sudden column removal
title_fullStr	Evaluation the possibility of the occurrence of progressive collapse in steel moment frames (ordinary, intermediate and special) due to sudden column removal
title_full_unstemmed	Evaluation the possibility of the occurrence of progressive collapse in steel moment frames (ordinary, intermediate and special) due to sudden column removal
title_sort	evaluation the possibility of the occurrence of progressive collapse in steel moment frames (ordinary, intermediate and special) due to sudden column removal
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2018
url	https://doaj.org/article/b0ef0918d5b94feb8a1e95ab8343eaaf
work_keys_str_mv	AT kouroshmehdizadeh evaluationthepossibilityoftheoccurrenceofprogressivecollapseinsteelmomentframesordinaryintermediateandspecialduetosuddencolumnremoval AT abbaskaramodin evaluationthepossibilityoftheoccurrenceofprogressivecollapseinsteelmomentframesordinaryintermediateandspecialduetosuddencolumnremoval
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Evaluation the possibility of the occurrence of progressive collapse in steel moment frames (ordinary, intermediate and special) due to sudden column removal

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