Investigation on cross sheeting thickness and its width in strengthening of steel shear wall under seismic load

The steel shear wall, as a system to resist the lateral loads, buckles when it is vulnerable to the lateral loads applied to the frame before it reaches its ultimate strength. This phenomenon is due to the small thickness of shear wall relative to the adjacent beam and column. Hence, the idea of rei...

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Autores principales: Mahmood Seraji, Daryia Dehghanfard, Mohammad Reza Forudi
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Publicado: Iranian Society of Structrual Engineering (ISSE) 2019
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Acceso en línea:https://doaj.org/article/213fa927fedc4fd7ab373578c461252f
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spelling oai:doaj.org-article:213fa927fedc4fd7ab373578c461252f2021-11-08T15:52:50ZInvestigation on cross sheeting thickness and its width in strengthening of steel shear wall under seismic load2476-39772538-261610.22065/jsce.2018.101756.1355https://doaj.org/article/213fa927fedc4fd7ab373578c461252f2019-11-01T00:00:00Zhttps://www.jsce.ir/article_58417_c978a442f6eb174d65dd1034709819e9.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616The steel shear wall, as a system to resist the lateral loads, buckles when it is vulnerable to the lateral loads applied to the frame before it reaches its ultimate strength. This phenomenon is due to the small thickness of shear wall relative to the adjacent beam and column. Hence, the idea of reinforcing shear wall to control the sheet buckling seems to be quite applicable. In this research, cross sheet have been used to increase loading capacity of reinforced sheets, which are attached to the both sides of the steel shear wall. In this regard, at first the steel shear wall was modeled according to Qomy experimental model. After verification of the developed model conducted by comparing with the results from laboratory test, parametric study was carried out on the thickness and width of the reinforcing sheet. The obtained results of the analysis showed that by increasing the sheeting thickness to 1.5 times, shear strength is enhanced by 7%. Increasing the sheeting width by 1.5 times shear stiffness and shear strength are decreased by 42% and 32% respectively and decreasing of this parameter by 50% leads to decrease of shear strength by 8%. According to the obtained results for the verification model, numerical and experimental results are in good agreement.Mahmood SerajiDaryia DehghanfardMohammad Reza ForudiIranian Society of Structrual Engineering (ISSE)articlesteel shear walllateral loadwidth of cross sheetthickness of cross sheetductilitynonlinear analysisBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 6, Iss شماره ویژه 3, Pp 58-74 (2019)
institution DOAJ
collection DOAJ
language FA
topic steel shear wall
lateral load
width of cross sheet
thickness of cross sheet
ductility
nonlinear analysis
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle steel shear wall
lateral load
width of cross sheet
thickness of cross sheet
ductility
nonlinear analysis
Bridge engineering
TG1-470
Building construction
TH1-9745
Mahmood Seraji
Daryia Dehghanfard
Mohammad Reza Forudi
Investigation on cross sheeting thickness and its width in strengthening of steel shear wall under seismic load
description The steel shear wall, as a system to resist the lateral loads, buckles when it is vulnerable to the lateral loads applied to the frame before it reaches its ultimate strength. This phenomenon is due to the small thickness of shear wall relative to the adjacent beam and column. Hence, the idea of reinforcing shear wall to control the sheet buckling seems to be quite applicable. In this research, cross sheet have been used to increase loading capacity of reinforced sheets, which are attached to the both sides of the steel shear wall. In this regard, at first the steel shear wall was modeled according to Qomy experimental model. After verification of the developed model conducted by comparing with the results from laboratory test, parametric study was carried out on the thickness and width of the reinforcing sheet. The obtained results of the analysis showed that by increasing the sheeting thickness to 1.5 times, shear strength is enhanced by 7%. Increasing the sheeting width by 1.5 times shear stiffness and shear strength are decreased by 42% and 32% respectively and decreasing of this parameter by 50% leads to decrease of shear strength by 8%. According to the obtained results for the verification model, numerical and experimental results are in good agreement.
format article
author Mahmood Seraji
Daryia Dehghanfard
Mohammad Reza Forudi
author_facet Mahmood Seraji
Daryia Dehghanfard
Mohammad Reza Forudi
author_sort Mahmood Seraji
title Investigation on cross sheeting thickness and its width in strengthening of steel shear wall under seismic load
title_short Investigation on cross sheeting thickness and its width in strengthening of steel shear wall under seismic load
title_full Investigation on cross sheeting thickness and its width in strengthening of steel shear wall under seismic load
title_fullStr Investigation on cross sheeting thickness and its width in strengthening of steel shear wall under seismic load
title_full_unstemmed Investigation on cross sheeting thickness and its width in strengthening of steel shear wall under seismic load
title_sort investigation on cross sheeting thickness and its width in strengthening of steel shear wall under seismic load
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2019
url https://doaj.org/article/213fa927fedc4fd7ab373578c461252f
work_keys_str_mv AT mahmoodseraji investigationoncrosssheetingthicknessanditswidthinstrengtheningofsteelshearwallunderseismicload
AT daryiadehghanfard investigationoncrosssheetingthicknessanditswidthinstrengtheningofsteelshearwallunderseismicload
AT mohammadrezaforudi investigationoncrosssheetingthicknessanditswidthinstrengtheningofsteelshearwallunderseismicload
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