Seismic Progressive Collapse Evaluation in 3 Story Reinforced Concrete Buildings due to Inner Column Removal

Progressive collapse in the structures is defined failure of the entire or major part of a structure that has initiated from the small part of the building, continued in the other structural elements and in this way, progressive collapse become larger and larger in the structural elements, one after...

Descripción completa

Guardado en:

Detalles Bibliográficos
Autor principal:	Somayyeh Karimiyan
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2020
Materias:	progressive collapse collapse distribution reinforced concrete short building column removal nonlinear time history analyses Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/8440cc00a33041e1b975ee329774e6ab
Etiquetas:	Agregar Etiqueta Sin Etiquetas, Sea el primero en etiquetar este registro!

id	oai:doaj.org-article:8440cc00a33041e1b975ee329774e6ab
record_format	dspace
spelling	oai:doaj.org-article:8440cc00a33041e1b975ee329774e6ab2021-11-08T15:53:49ZSeismic Progressive Collapse Evaluation in 3 Story Reinforced Concrete Buildings due to Inner Column Removal2476-39772538-261610.22065/jsce.2018.142459.1617https://doaj.org/article/8440cc00a33041e1b975ee329774e6ab2020-04-01T00:00:00Zhttps://www.jsce.ir/article_79389_b0499e2182db2c46e00c0d12f0dce3a9.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Progressive collapse in the structures is defined failure of the entire or major part of a structure that has initiated from the small part of the building, continued in the other structural elements and in this way, progressive collapse become larger and larger in the structural elements, one after another. Finally, the remaining structural system will not be able to resist the lateral and gravity loads. So, the prediction of safety margin in buildings against the progressive collapse due to the earthquake loads is one of the important issues in the earthquake and structural engineering. In this paper, modeling of the progress and distribution of the collapse in the elements of the structures, one after another, was carried out in moment resisting reinforced concrete short buildings due to the earthquake loads and effects of the column removal have been investigated on the progress and propagation of the collapse. For this purpose, the progressive collapse potential of a 3 story reinforced concrete building with ordinary moment resisting frame has been evaluated due to the column removal in presence of FEMA_P695 two component ground motions. According to the results of the nonlinear time history analyses, collapse distribution is not affected by the earthquake records in the progressive collapse and follows a special pattern. In the early stages of distribution, collapse occurred in the beams surrounding and upper parts of the column removal area, then transferred at the height of the structure from the first ceiling to the upper ceiling, vertically and eventually, distributed horizontally in the stories. Therefore, recommendations and suggestions have been presented for seismic optimization of the reinforced concrete short buildings against the progressive collapse. Also, distribution patterns of the collapse have been presented to predict the collapse propagation due to the column removal in presence of the earthquake loads.Somayyeh KarimiyanIranian Society of Structrual Engineering (ISSE)articleprogressive collapsecollapse distributionreinforced concrete short buildingcolumn removalnonlinear time history analysesBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 7, Iss شماره ویژه 1 (2020)
institution	DOAJ
collection	DOAJ
language	FA
topic	progressive collapse collapse distribution reinforced concrete short building column removal nonlinear time history analyses Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	progressive collapse collapse distribution reinforced concrete short building column removal nonlinear time history analyses Bridge engineering TG1-470 Building construction TH1-9745 Somayyeh Karimiyan Seismic Progressive Collapse Evaluation in 3 Story Reinforced Concrete Buildings due to Inner Column Removal
description	Progressive collapse in the structures is defined failure of the entire or major part of a structure that has initiated from the small part of the building, continued in the other structural elements and in this way, progressive collapse become larger and larger in the structural elements, one after another. Finally, the remaining structural system will not be able to resist the lateral and gravity loads. So, the prediction of safety margin in buildings against the progressive collapse due to the earthquake loads is one of the important issues in the earthquake and structural engineering. In this paper, modeling of the progress and distribution of the collapse in the elements of the structures, one after another, was carried out in moment resisting reinforced concrete short buildings due to the earthquake loads and effects of the column removal have been investigated on the progress and propagation of the collapse. For this purpose, the progressive collapse potential of a 3 story reinforced concrete building with ordinary moment resisting frame has been evaluated due to the column removal in presence of FEMA_P695 two component ground motions. According to the results of the nonlinear time history analyses, collapse distribution is not affected by the earthquake records in the progressive collapse and follows a special pattern. In the early stages of distribution, collapse occurred in the beams surrounding and upper parts of the column removal area, then transferred at the height of the structure from the first ceiling to the upper ceiling, vertically and eventually, distributed horizontally in the stories. Therefore, recommendations and suggestions have been presented for seismic optimization of the reinforced concrete short buildings against the progressive collapse. Also, distribution patterns of the collapse have been presented to predict the collapse propagation due to the column removal in presence of the earthquake loads.
format	article
author	Somayyeh Karimiyan
author_facet	Somayyeh Karimiyan
author_sort	Somayyeh Karimiyan
title	Seismic Progressive Collapse Evaluation in 3 Story Reinforced Concrete Buildings due to Inner Column Removal
title_short	Seismic Progressive Collapse Evaluation in 3 Story Reinforced Concrete Buildings due to Inner Column Removal
title_full	Seismic Progressive Collapse Evaluation in 3 Story Reinforced Concrete Buildings due to Inner Column Removal
title_fullStr	Seismic Progressive Collapse Evaluation in 3 Story Reinforced Concrete Buildings due to Inner Column Removal
title_full_unstemmed	Seismic Progressive Collapse Evaluation in 3 Story Reinforced Concrete Buildings due to Inner Column Removal
title_sort	seismic progressive collapse evaluation in 3 story reinforced concrete buildings due to inner column removal
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2020
url	https://doaj.org/article/8440cc00a33041e1b975ee329774e6ab
work_keys_str_mv	AT somayyehkarimiyan seismicprogressivecollapseevaluationin3storyreinforcedconcretebuildingsduetoinnercolumnremoval
_version_	1718441580521586688

Seismic Progressive Collapse Evaluation in 3 Story Reinforced Concrete Buildings due to Inner Column Removal

Ejemplares similares