Performance-Based Plastic Design of Steel Plate Shear Walls in Reinforced Concrete Frame

Nowadays, one of the newest studies in the field of structure engineering and earthquake is the acquisition of systems that will quickly return to pre-earthquake and service after an earthquake. Thin steel plate shear walls in reinforced concrete frame with replaceable as a sacrificial member or fus...

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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 seismic design structural fuse system Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/ecc3402fe1ca464a8c1b4caa7b186d9e
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spelling	oai:doaj.org-article:ecc3402fe1ca464a8c1b4caa7b186d9e2021-11-08T15:54:49ZPerformance-Based Plastic Design of Steel Plate Shear Walls in Reinforced Concrete Frame2476-39772538-261610.22065/jsce.2019.158173.1715https://doaj.org/article/ecc3402fe1ca464a8c1b4caa7b186d9e2021-06-01T00:00:00Zhttps://www.jsce.ir/article_88507_38d2da5aacb79ff7daa12cfa63360378.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Nowadays, one of the newest studies in the field of structure engineering and earthquake is the acquisition of systems that will quickly return to pre-earthquake and service after an earthquake. Thin steel plate shear walls in reinforced concrete frame with replaceable as a sacrificial member or fuse will protect the sidewall system during an earthquake. In this paper, a method performance-based plastic design in a reinforced concrete frame with a thin steel plate shear wall on the dual behavior caused by the interaction between the frame and the wall is presented. This design method is a non-repetitive, simple, and programmable method by which the structure is designed with the proper levels of performance for different purposes. Target Performance Levels In this paper, the elastic behavior in an service earthquake for uninterrupted usability, non-elastic behavior of the plate and elastic behavior of the bending frame in an earthquake design for quick reconstruction and non-elastic behavior of the total structure in a maximum earthquake to prevent collapse. For this purpose, three structures, short, medium and high (6, 12 and 18 storey), were designed In the high seismic region with this method. Nonlinear dynamic analysis is performed on these structures using the strip model in OpenSees software. Results were compared with the values of ASCE7-10 and other proposed values of the researchers, and a suitable matching was observed. Based on the results of the analysis, it was determined that the structures designed at three levels of assumed hazard have reached the target performance levels.Hamed ValizadehMajid GholhakiIranian Society of Structrual Engineering (ISSE)articlethin steel plate shear wallreinforced concrete framepbpdseismic designstructural fuse systemBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 8, Iss 4, Pp 214-237 (2021)
institution	DOAJ
collection	DOAJ
language	FA
topic	thin steel plate shear wall reinforced concrete frame pbpd seismic design structural fuse system Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	thin steel plate shear wall reinforced concrete frame pbpd seismic design structural fuse system Bridge engineering TG1-470 Building construction TH1-9745 Hamed Valizadeh Majid Gholhaki Performance-Based Plastic Design of Steel Plate Shear Walls in Reinforced Concrete Frame
description	Nowadays, one of the newest studies in the field of structure engineering and earthquake is the acquisition of systems that will quickly return to pre-earthquake and service after an earthquake. Thin steel plate shear walls in reinforced concrete frame with replaceable as a sacrificial member or fuse will protect the sidewall system during an earthquake. In this paper, a method performance-based plastic design in a reinforced concrete frame with a thin steel plate shear wall on the dual behavior caused by the interaction between the frame and the wall is presented. This design method is a non-repetitive, simple, and programmable method by which the structure is designed with the proper levels of performance for different purposes. Target Performance Levels In this paper, the elastic behavior in an service earthquake for uninterrupted usability, non-elastic behavior of the plate and elastic behavior of the bending frame in an earthquake design for quick reconstruction and non-elastic behavior of the total structure in a maximum earthquake to prevent collapse. For this purpose, three structures, short, medium and high (6, 12 and 18 storey), were designed In the high seismic region with this method. Nonlinear dynamic analysis is performed on these structures using the strip model in OpenSees software. Results were compared with the values of ASCE7-10 and other proposed values of the researchers, and a suitable matching was observed. Based on the results of the analysis, it was determined that the structures designed at three levels of assumed hazard have reached the target performance levels.
format	article
author	Hamed Valizadeh Majid Gholhaki
author_facet	Hamed Valizadeh Majid Gholhaki
author_sort	Hamed Valizadeh
title	Performance-Based Plastic Design of Steel Plate Shear Walls in Reinforced Concrete Frame
title_short	Performance-Based Plastic Design of Steel Plate Shear Walls in Reinforced Concrete Frame
title_full	Performance-Based Plastic Design of Steel Plate Shear Walls in Reinforced Concrete Frame
title_fullStr	Performance-Based Plastic Design of Steel Plate Shear Walls in Reinforced Concrete Frame
title_full_unstemmed	Performance-Based Plastic Design of Steel Plate Shear Walls in Reinforced Concrete Frame
title_sort	performance-based plastic design of steel plate shear walls in reinforced concrete frame
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2021
url	https://doaj.org/article/ecc3402fe1ca464a8c1b4caa7b186d9e
work_keys_str_mv	AT hamedvalizadeh performancebasedplasticdesignofsteelplateshearwallsinreinforcedconcreteframe AT majidgholhaki performancebasedplasticdesignofsteelplateshearwallsinreinforcedconcreteframe
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Performance-Based Plastic Design of Steel Plate Shear Walls in Reinforced Concrete Frame

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