Innovative Constructional Detail of Moment Resisting Connection Joined to Cruciform Columns
The rate of applying cruciform columns with bolted connection in double-directed Moment resisting frames and tubular systems has positive trend because of their architectural advantages. Construction of doubler plate for shear strengthening panel zone and continuity plate, with regard to special mom...
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Iranian Society of Structrual Engineering (ISSE)
2017
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oai:doaj.org-article:e5288804abef4ade9dea7f9f18db06902021-11-08T15:46:16ZInnovative Constructional Detail of Moment Resisting Connection Joined to Cruciform Columns2476-39772538-261610.22065/jsce.2016.41238https://doaj.org/article/e5288804abef4ade9dea7f9f18db06902017-02-01T00:00:00Zhttps://www.jsce.ir/article_41238_3c76c861f41017b472511f0afaf38887.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616The rate of applying cruciform columns with bolted connection in double-directed Moment resisting frames and tubular systems has positive trend because of their architectural advantages. Construction of doubler plate for shear strengthening panel zone and continuity plate, with regard to special moment resisting frame requirement, needs convenient detail which is presented in this research. There was no applicable information in this research filed, so new constructional details involving of inclined plates and vertical angles were presented in order to strengthen the panel zone. Furthermore, the different welding configurations were studied. For this reason, 16 nonlinear numerical models were simulated to study different constructional detail of panel zone. In present research, steel material and weld behavior were evaluated by fracture indexes of material. Results show the performance of panel zone will be improved by using proposed constructional details.Atieh BagheriMohammad Soheil GhobadiIranian Society of Structrual Engineering (ISSE)articlerupture indexwelded connectioncruciform columnpanel zoneseismic performanceBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 3, Iss 4, Pp 65-78 (2017) |
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rupture index welded connection cruciform column panel zone seismic performance Bridge engineering TG1-470 Building construction TH1-9745 |
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rupture index welded connection cruciform column panel zone seismic performance Bridge engineering TG1-470 Building construction TH1-9745 Atieh Bagheri Mohammad Soheil Ghobadi Innovative Constructional Detail of Moment Resisting Connection Joined to Cruciform Columns |
description |
The rate of applying cruciform columns with bolted connection in double-directed Moment resisting frames and tubular systems has positive trend because of their architectural advantages. Construction of doubler plate for shear strengthening panel zone and continuity plate, with regard to special moment resisting frame requirement, needs convenient detail which is presented in this research. There was no applicable information in this research filed, so new constructional details involving of inclined plates and vertical angles were presented in order to strengthen the panel zone. Furthermore, the different welding configurations were studied. For this reason, 16 nonlinear numerical models were simulated to study different constructional detail of panel zone. In present research, steel material and weld behavior were evaluated by fracture indexes of material. Results show the performance of panel zone will be improved by using proposed constructional details. |
format |
article |
author |
Atieh Bagheri Mohammad Soheil Ghobadi |
author_facet |
Atieh Bagheri Mohammad Soheil Ghobadi |
author_sort |
Atieh Bagheri |
title |
Innovative Constructional Detail of Moment Resisting Connection Joined to Cruciform Columns |
title_short |
Innovative Constructional Detail of Moment Resisting Connection Joined to Cruciform Columns |
title_full |
Innovative Constructional Detail of Moment Resisting Connection Joined to Cruciform Columns |
title_fullStr |
Innovative Constructional Detail of Moment Resisting Connection Joined to Cruciform Columns |
title_full_unstemmed |
Innovative Constructional Detail of Moment Resisting Connection Joined to Cruciform Columns |
title_sort |
innovative constructional detail of moment resisting connection joined to cruciform columns |
publisher |
Iranian Society of Structrual Engineering (ISSE) |
publishDate |
2017 |
url |
https://doaj.org/article/e5288804abef4ade9dea7f9f18db0690 |
work_keys_str_mv |
AT atiehbagheri innovativeconstructionaldetailofmomentresistingconnectionjoinedtocruciformcolumns AT mohammadsoheilghobadi innovativeconstructionaldetailofmomentresistingconnectionjoinedtocruciformcolumns |
_version_ |
1718441709560397824 |