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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Autores principales: Madjid Gholhaki, ali kheyroddin, Parisa Babaeizadeh
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Publicado: Iranian Society of Structrual Engineering (ISSE) 2019
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Acceso en línea:https://doaj.org/article/d77c6963c10f43cb9f7c826ae70d6853
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spelling 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)
institution DOAJ
collection DOAJ
language FA
topic steel plate shear wall
concrete frame
connections
behaviour factor
thin plate
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle 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
description 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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