Assessment of Behavior Factor for Steel Plate Shear Wall with Reinforced Concrete Moment Surrounded Frame
The steel shear wall is an appropriate resistant system against lateral loads that is been utilized in modern high-rise buildings and upgrading existing buildings because of numerous benefits. This article examined the operation usage of this system in compound reinforced concrete moment frame using...
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Iranian Society of Structrual Engineering (ISSE)
2019
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oai:doaj.org-article:d77c6963c10f43cb9f7c826ae70d68532021-11-08T15:52:34ZAssessment of Behavior Factor for Steel Plate Shear Wall with Reinforced Concrete Moment Surrounded Frame2476-39772538-261610.22065/jsce.2018.84003.1165https://doaj.org/article/d77c6963c10f43cb9f7c826ae70d68532019-06-01T00:00:00Zhttps://www.jsce.ir/article_54785_4ef9df0713449110b23398230ed29e99.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616The steel shear wall is an appropriate resistant system against lateral loads that is been utilized in modern high-rise buildings and upgrading existing buildings because of numerous benefits. This article examined the operation usage of this system in compound reinforced concrete moment frame using suggested connections (additional stirrup). According to this, a steel shear wall three-story reinforced concrete single bay frame (suggested connections) modelled and the plastic behavior and its behavior factor with the reinforced concrete frame, stud connections, and bare reinforced concrete moment frame compared. The result showed that the behavior factor system comparing to bare reinforced concrete frame and reinforced concrete frame contains the steel shear wall with stud connections have increased and about 6.5 (the extent) can be considered.The steel shear wall is an appropriate resistant system against lateral loads that is been utilized in modern high-rise buildings and upgrading existing buildings because of numerous benefits. This article examined the operation usage of this system in compound reinforced concrete moment frame using suggested connections (additional stirrup). According to this, a steel shear wall three-story reinforced concrete single bay frame (suggested connections) modelled and the plastic behavior and its behavior factor with the reinforced concrete frame, stud connections, and bare reinforced concrete moment frame compared. The result showed that the behavior factor system comparing to bare reinforced concrete frame and reinforced concrete frame contains the steel shear wall with stud connections have increased and about 6.5 (the extent) can be considered.Madjid Gholhakiali kheyroddinParisa BabaeizadehIranian Society of Structrual Engineering (ISSE)articlesteel plate shear wallconcrete frameconnectionsbehaviour factorthin plateBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 6, Iss شماره ویژه 1, Pp 141-156 (2019) |
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steel plate shear wall concrete frame connections behaviour factor thin plate Bridge engineering TG1-470 Building construction TH1-9745 |
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steel plate shear wall concrete frame connections behaviour factor thin plate Bridge engineering TG1-470 Building construction TH1-9745 Madjid Gholhaki ali kheyroddin Parisa Babaeizadeh Assessment of Behavior Factor for Steel Plate Shear Wall with Reinforced Concrete Moment Surrounded Frame |
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The steel shear wall is an appropriate resistant system against lateral loads that is been utilized in modern high-rise buildings and upgrading existing buildings because of numerous benefits. This article examined the operation usage of this system in compound reinforced concrete moment frame using suggested connections (additional stirrup). According to this, a steel shear wall three-story reinforced concrete single bay frame (suggested connections) modelled and the plastic behavior and its behavior factor with the reinforced concrete frame, stud connections, and bare reinforced concrete moment frame compared. The result showed that the behavior factor system comparing to bare reinforced concrete frame and reinforced concrete frame contains the steel shear wall with stud connections have increased and about 6.5 (the extent) can be considered.The steel shear wall is an appropriate resistant system against lateral loads that is been utilized in modern high-rise buildings and upgrading existing buildings because of numerous benefits. This article examined the operation usage of this system in compound reinforced concrete moment frame using suggested connections (additional stirrup). According to this, a steel shear wall three-story reinforced concrete single bay frame (suggested connections) modelled and the plastic behavior and its behavior factor with the reinforced concrete frame, stud connections, and bare reinforced concrete moment frame compared. The result showed that the behavior factor system comparing to bare reinforced concrete frame and reinforced concrete frame contains the steel shear wall with stud connections have increased and about 6.5 (the extent) can be considered. |
format |
article |
author |
Madjid Gholhaki ali kheyroddin Parisa Babaeizadeh |
author_facet |
Madjid Gholhaki ali kheyroddin Parisa Babaeizadeh |
author_sort |
Madjid Gholhaki |
title |
Assessment of Behavior Factor for Steel Plate Shear Wall with Reinforced Concrete Moment Surrounded Frame |
title_short |
Assessment of Behavior Factor for Steel Plate Shear Wall with Reinforced Concrete Moment Surrounded Frame |
title_full |
Assessment of Behavior Factor for Steel Plate Shear Wall with Reinforced Concrete Moment Surrounded Frame |
title_fullStr |
Assessment of Behavior Factor for Steel Plate Shear Wall with Reinforced Concrete Moment Surrounded Frame |
title_full_unstemmed |
Assessment of Behavior Factor for Steel Plate Shear Wall with Reinforced Concrete Moment Surrounded Frame |
title_sort |
assessment of behavior factor for steel plate shear wall with reinforced concrete moment surrounded frame |
publisher |
Iranian Society of Structrual Engineering (ISSE) |
publishDate |
2019 |
url |
https://doaj.org/article/d77c6963c10f43cb9f7c826ae70d6853 |
work_keys_str_mv |
AT madjidgholhaki assessmentofbehaviorfactorforsteelplateshearwallwithreinforcedconcretemomentsurroundedframe AT alikheyroddin assessmentofbehaviorfactorforsteelplateshearwallwithreinforcedconcretemomentsurroundedframe AT parisababaeizadeh assessmentofbehaviorfactorforsteelplateshearwallwithreinforcedconcretemomentsurroundedframe |
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