Determination of response modification coefficient of Steel Plate Shear Walls in Reinforced Concrete Frame using performance-based plastic design method

In the last few decades, the idea of using thin steel plate shear wall, ( SPSW ) , has been noted as a lateral load resisting system in design and retrofit of buildings. In this research, it has been tried to determine, the appropriate response modification coefficient ( R ) , overstrength factor an...

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Autores principales:	Hamed Valizadeh, majid Gholhaki
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2021
Materias:	thin steel plate shear wall reinforced concrete frame pbpd response modification coefficient overstrength factor deflection amplification factor Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/b96968f449cf44188ef2cf74ab5af662
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spelling	oai:doaj.org-article:b96968f449cf44188ef2cf74ab5af6622021-11-08T15:54:08ZDetermination of response modification coefficient of Steel Plate Shear Walls in Reinforced Concrete Frame using performance-based plastic design method2476-39772538-261610.22065/jsce.2019.167530.1761https://doaj.org/article/b96968f449cf44188ef2cf74ab5af6622021-02-01T00:00:00Zhttps://www.jsce.ir/article_82742_23407a3af99f35cc0171cbe7755d0886.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616In the last few decades, the idea of using thin steel plate shear wall, ( SPSW ) , has been noted as a lateral load resisting system in design and retrofit of buildings. In this research, it has been tried to determine, the appropriate response modification coefficient ( R ) , overstrength factor and the deflection amplification factor In the reinforced concrete Special moment frames, RC-SMF, with thin steel plate shear wall and using performance-based plastic design, PBPD. To do it, buildings with thin steel plate shear wall system and different story numbers are considered. Static pushover analysis are performed using strip model and OpenSees software. The simulation results were compared with experimental results and acceptable matching was observed. Finally response modification coefficient, overstrength factor and deflection amplification factor for reinforced concrete Special moment frames with thin steel plate shear wall system are calculated based on Uang's method and values of 9.37, 2.21 and 11.06, respectively, has been suggested for ultimate limit state design method. Also, the use of a thin steel plate shear wall in a RC-SMF shows an increase in strength, ductility, elastic hardness and, finally, an increase in the response modification coefficient ( R ) of the structure.Hamed Valizadehmajid GholhakiIranian Society of Structrual Engineering (ISSE)articlethin steel plate shear wallreinforced concrete framepbpdresponse modification coefficientoverstrength factordeflection amplification factorBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 7, Iss شماره ویژه 4, Pp 221-243 (2021)
institution	DOAJ
collection	DOAJ
language	FA
topic	thin steel plate shear wall reinforced concrete frame pbpd response modification coefficient overstrength factor deflection amplification factor Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	thin steel plate shear wall reinforced concrete frame pbpd response modification coefficient overstrength factor deflection amplification factor Bridge engineering TG1-470 Building construction TH1-9745 Hamed Valizadeh majid Gholhaki Determination of response modification coefficient of Steel Plate Shear Walls in Reinforced Concrete Frame using performance-based plastic design method
description	In the last few decades, the idea of using thin steel plate shear wall, ( SPSW ) , has been noted as a lateral load resisting system in design and retrofit of buildings. In this research, it has been tried to determine, the appropriate response modification coefficient ( R ) , overstrength factor and the deflection amplification factor In the reinforced concrete Special moment frames, RC-SMF, with thin steel plate shear wall and using performance-based plastic design, PBPD. To do it, buildings with thin steel plate shear wall system and different story numbers are considered. Static pushover analysis are performed using strip model and OpenSees software. The simulation results were compared with experimental results and acceptable matching was observed. Finally response modification coefficient, overstrength factor and deflection amplification factor for reinforced concrete Special moment frames with thin steel plate shear wall system are calculated based on Uang's method and values of 9.37, 2.21 and 11.06, respectively, has been suggested for ultimate limit state design method. Also, the use of a thin steel plate shear wall in a RC-SMF shows an increase in strength, ductility, elastic hardness and, finally, an increase in the response modification coefficient ( R ) of the structure.
format	article
author	Hamed Valizadeh majid Gholhaki
author_facet	Hamed Valizadeh majid Gholhaki
author_sort	Hamed Valizadeh
title	Determination of response modification coefficient of Steel Plate Shear Walls in Reinforced Concrete Frame using performance-based plastic design method
title_short	Determination of response modification coefficient of Steel Plate Shear Walls in Reinforced Concrete Frame using performance-based plastic design method
title_full	Determination of response modification coefficient of Steel Plate Shear Walls in Reinforced Concrete Frame using performance-based plastic design method
title_fullStr	Determination of response modification coefficient of Steel Plate Shear Walls in Reinforced Concrete Frame using performance-based plastic design method
title_full_unstemmed	Determination of response modification coefficient of Steel Plate Shear Walls in Reinforced Concrete Frame using performance-based plastic design method
title_sort	determination of response modification coefficient of steel plate shear walls in reinforced concrete frame using performance-based plastic design method
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2021
url	https://doaj.org/article/b96968f449cf44188ef2cf74ab5af662
work_keys_str_mv	AT hamedvalizadeh determinationofresponsemodificationcoefficientofsteelplateshearwallsinreinforcedconcreteframeusingperformancebasedplasticdesignmethod AT majidgholhaki determinationofresponsemodificationcoefficientofsteelplateshearwallsinreinforcedconcreteframeusingperformancebasedplasticdesignmethod
_version_	1718441602494496768

Determination of response modification coefficient of Steel Plate Shear Walls in Reinforced Concrete Frame using performance-based plastic design method

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