Analysis of the Steel Plate Shear Wall of Damage Index with pushover Method and Comparing with Special Steel Moment Frame

Over the recent years, different damage indices have been to predict the building damage, each of which uses different parameters to model the building damage. In this paper, 27 frames containing 18 frames with lateral load resisting systems of thin-steel shear wall type, as well as 9 frames with la...

Descripción completa

Guardado en:

Detalles Bibliográficos
Autores principales:	ghasem pachideh, Madjid Gholhaki, amir saedi daryan
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2019
Materias:	steel plate shear wall special steel moment frame pushover analyse damage index performance level Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/bd57f90d0124404898b23a9c0fefb28a
Etiquetas:	Agregar Etiqueta Sin Etiquetas, Sea el primero en etiquetar este registro!

id	oai:doaj.org-article:bd57f90d0124404898b23a9c0fefb28a
record_format	dspace
spelling	oai:doaj.org-article:bd57f90d0124404898b23a9c0fefb28a2021-11-08T15:52:56ZAnalysis of the Steel Plate Shear Wall of Damage Index with pushover Method and Comparing with Special Steel Moment Frame2476-39772538-261610.22065/jsce.2018.113321.1423https://doaj.org/article/bd57f90d0124404898b23a9c0fefb28a2019-12-01T00:00:00Zhttps://www.jsce.ir/article_65634_121f6ca2b73f6198ab2ceac67e7bef50.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Over the recent years, different damage indices have been to predict the building damage, each of which uses different parameters to model the building damage. In this paper, 27 frames containing 18 frames with lateral load resisting systems of thin-steel shear wall type, as well as 9 frames with lateral load resisting systems of special steel moment frame, on three short (3-story), moderate (7-story) and tall ( 15 floors) height mode have been go under Incremental Load analysis and their failure index has been calculated at different levels of performance for 4 Park and Ang indexes including: maximum relative displacement , framing, and plasticity. The results show that the damage index for the frame with lateral load resisting systems of the steel shear wall in longer frames yields better results than other frames. So the use of this system is more justifiable. In addition, the results show that the maximum relative displacement index has different results than other indexes. Considering the performance levels achieved for short , medium and high-rise buildings, it can be concluded that the existence of two steel shear walls in the building is justified only in high-rise buildings. That is, the minimum number of openings that are responsible for drift of the structure is sufficient for a steel shear wall system, and the use of more openings affects the behavior of the structure and its functionghasem pachidehMadjid Gholhakiamir saedi daryanIranian Society of Structrual Engineering (ISSE)articlesteel plate shear wallspecial steel moment framepushover analysedamage indexperformance levelBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 6, Iss شماره ویژه 4, Pp 221-244 (2019)
institution	DOAJ
collection	DOAJ
language	FA
topic	steel plate shear wall special steel moment frame pushover analyse damage index performance level Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	steel plate shear wall special steel moment frame pushover analyse damage index performance level Bridge engineering TG1-470 Building construction TH1-9745 ghasem pachideh Madjid Gholhaki amir saedi daryan Analysis of the Steel Plate Shear Wall of Damage Index with pushover Method and Comparing with Special Steel Moment Frame
description	Over the recent years, different damage indices have been to predict the building damage, each of which uses different parameters to model the building damage. In this paper, 27 frames containing 18 frames with lateral load resisting systems of thin-steel shear wall type, as well as 9 frames with lateral load resisting systems of special steel moment frame, on three short (3-story), moderate (7-story) and tall ( 15 floors) height mode have been go under Incremental Load analysis and their failure index has been calculated at different levels of performance for 4 Park and Ang indexes including: maximum relative displacement , framing, and plasticity. The results show that the damage index for the frame with lateral load resisting systems of the steel shear wall in longer frames yields better results than other frames. So the use of this system is more justifiable. In addition, the results show that the maximum relative displacement index has different results than other indexes. Considering the performance levels achieved for short , medium and high-rise buildings, it can be concluded that the existence of two steel shear walls in the building is justified only in high-rise buildings. That is, the minimum number of openings that are responsible for drift of the structure is sufficient for a steel shear wall system, and the use of more openings affects the behavior of the structure and its function
format	article
author	ghasem pachideh Madjid Gholhaki amir saedi daryan
author_facet	ghasem pachideh Madjid Gholhaki amir saedi daryan
author_sort	ghasem pachideh
title	Analysis of the Steel Plate Shear Wall of Damage Index with pushover Method and Comparing with Special Steel Moment Frame
title_short	Analysis of the Steel Plate Shear Wall of Damage Index with pushover Method and Comparing with Special Steel Moment Frame
title_full	Analysis of the Steel Plate Shear Wall of Damage Index with pushover Method and Comparing with Special Steel Moment Frame
title_fullStr	Analysis of the Steel Plate Shear Wall of Damage Index with pushover Method and Comparing with Special Steel Moment Frame
title_full_unstemmed	Analysis of the Steel Plate Shear Wall of Damage Index with pushover Method and Comparing with Special Steel Moment Frame
title_sort	analysis of the steel plate shear wall of damage index with pushover method and comparing with special steel moment frame
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2019
url	https://doaj.org/article/bd57f90d0124404898b23a9c0fefb28a
work_keys_str_mv	AT ghasempachideh analysisofthesteelplateshearwallofdamageindexwithpushovermethodandcomparingwithspecialsteelmomentframe AT madjidgholhaki analysisofthesteelplateshearwallofdamageindexwithpushovermethodandcomparingwithspecialsteelmomentframe AT amirsaedidaryan analysisofthesteelplateshearwallofdamageindexwithpushovermethodandcomparingwithspecialsteelmomentframe
_version_	1718441603524198400

Analysis of the Steel Plate Shear Wall of Damage Index with pushover Method and Comparing with Special Steel Moment Frame

Ejemplares similares