Mitigation of progressive collapse in concrete structure incorporating the GSA linear static procedure

A progressive collapse involves a series of failures that lead to partial or total collapse of a structure(Kim & Kim, 2009). The first aim of this study is to understanding the most critical condition of column removal to create progressive collapse. The second one, is to understanding the effec...

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Main Author:	Fard, Khalil Mashalpour
Format:	Thesis
Language:	English
Published:	2013
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/42169/5/KhalilMashalpourFardMFKA2013.pdf
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id	my-utm-ep.42169
record_format	uketd_dc
spelling	my-utm-ep.421692017-07-13T04:47:55Z Mitigation of progressive collapse in concrete structure incorporating the GSA linear static procedure 2013-06 Fard, Khalil Mashalpour TA Engineering (General). Civil engineering (General) A progressive collapse involves a series of failures that lead to partial or total collapse of a structure(Kim & Kim, 2009). The first aim of this study is to understanding the most critical condition of column removal to create progressive collapse. The second one, is to understanding the effects of increasing beam capacity in various condition throughout the structure levels to mitigate of progressive collapse. The case study is a 12-story concrete structure and the analysis and design is according to Euro Cod and the General Services Administration (GSA) standard. For objective one, three condition of column removal center, corner and side column removal are chosen to understanding the most critical of column removal. For the second objective, three alternative of beam dimension increasing is chosen. The alternatives are, moderate increasing in beam depth in all stories the second and the third one are significant increasing in upper levels and significant increasing in bottom story levels. The results of this study show that, the center condition has the most potential of progressive collapse after column removal. Also, the alternate 1 and 2 are good method however; the third alternative is not an effective way to mitigate the progressive collapse. 2013-06 Thesis http://eprints.utm.my/id/eprint/42169/ http://eprints.utm.my/id/eprint/42169/5/KhalilMashalpourFardMFKA2013.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Fard, Khalil Mashalpour Mitigation of progressive collapse in concrete structure incorporating the GSA linear static procedure
description	A progressive collapse involves a series of failures that lead to partial or total collapse of a structure(Kim & Kim, 2009). The first aim of this study is to understanding the most critical condition of column removal to create progressive collapse. The second one, is to understanding the effects of increasing beam capacity in various condition throughout the structure levels to mitigate of progressive collapse. The case study is a 12-story concrete structure and the analysis and design is according to Euro Cod and the General Services Administration (GSA) standard. For objective one, three condition of column removal center, corner and side column removal are chosen to understanding the most critical of column removal. For the second objective, three alternative of beam dimension increasing is chosen. The alternatives are, moderate increasing in beam depth in all stories the second and the third one are significant increasing in upper levels and significant increasing in bottom story levels. The results of this study show that, the center condition has the most potential of progressive collapse after column removal. Also, the alternate 1 and 2 are good method however; the third alternative is not an effective way to mitigate the progressive collapse.
format	Thesis
qualification_level	Master's degree
author	Fard, Khalil Mashalpour
author_facet	Fard, Khalil Mashalpour
author_sort	Fard, Khalil Mashalpour
title	Mitigation of progressive collapse in concrete structure incorporating the GSA linear static procedure
title_short	Mitigation of progressive collapse in concrete structure incorporating the GSA linear static procedure
title_full	Mitigation of progressive collapse in concrete structure incorporating the GSA linear static procedure
title_fullStr	Mitigation of progressive collapse in concrete structure incorporating the GSA linear static procedure
title_full_unstemmed	Mitigation of progressive collapse in concrete structure incorporating the GSA linear static procedure
title_sort	mitigation of progressive collapse in concrete structure incorporating the gsa linear static procedure
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2013
url	http://eprints.utm.my/id/eprint/42169/5/KhalilMashalpourFardMFKA2013.pdf
_version_	1747816706569404416

Mitigation of progressive collapse in concrete structure incorporating the GSA linear static procedure

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