Seismic Vulnerability Assessment of Corruagted Steel Shear Walls Using Fragility Curves

Structural damages and subsequently considerable economic losses that ever made in catastrophic seismic events caused reaserchers and codes gradually move from prescriptive design to performance-based design. Seismic fragility analyses are one of the most important tools in performance-based seismic...

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Autores principales: Seyed Saeed Askariani, Farzad Shahabian
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Publicado: Iranian Society of Structrual Engineering (ISSE) 2019
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Acceso en línea:https://doaj.org/article/a024aa0f4c1948cd82961b4cef784090
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spelling oai:doaj.org-article:a024aa0f4c1948cd82961b4cef7840902021-11-08T15:51:31ZSeismic Vulnerability Assessment of Corruagted Steel Shear Walls Using Fragility Curves2476-39772538-261610.22065/jsce.2017.89970.1242https://doaj.org/article/a024aa0f4c1948cd82961b4cef7840902019-06-01T00:00:00Zhttps://www.jsce.ir/article_53142_adf0fca7d96888e64e8b473d2e424413.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Structural damages and subsequently considerable economic losses that ever made in catastrophic seismic events caused reaserchers and codes gradually move from prescriptive design to performance-based design. Seismic fragility analyses are one of the most important tools in performance-based seismic design of structures that lead to production of fragility curves and functions. Fragility function is a capable tool for probabilistic assessment of the seismic vulnerability of the structures. In this study, in order to assess seismic vulnerability of corrugated steel shear walls and compare their seismic vulnerability with simple steel shear walls, fragility functions have been developed and fragility curves have been constructed. In this regard, the effect of the corrugation angle has been studied in corrugated models. Construction of these curves has became feasible through conducting incremental dynamic analyses. For this purpose, inter-story drift and peak ground acceleration have been used as damage measure and ground motion intensity measure, respectively. Assessment of resulted curves show that in low seismic intensity, probability of damage in corrugated models is reduced by increasing the corrugation angle; while, in high seismic intensity, probability of damage in corrugated models has been increased by increasing the corrugation angle. On the other hand, results indicate that corrugated models have more appropriate seismic performance than simple model in low seismic intensity.Seyed Saeed AskarianiFarzad ShahabianIranian Society of Structrual Engineering (ISSE)articlefragility curvesteel shear wallsimple platecorrugated plateincremental dynamic analysisBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 6, Iss 1, Pp 69-84 (2019)
institution DOAJ
collection DOAJ
language FA
topic fragility curve
steel shear wall
simple plate
corrugated plate
incremental dynamic analysis
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle fragility curve
steel shear wall
simple plate
corrugated plate
incremental dynamic analysis
Bridge engineering
TG1-470
Building construction
TH1-9745
Seyed Saeed Askariani
Farzad Shahabian
Seismic Vulnerability Assessment of Corruagted Steel Shear Walls Using Fragility Curves
description Structural damages and subsequently considerable economic losses that ever made in catastrophic seismic events caused reaserchers and codes gradually move from prescriptive design to performance-based design. Seismic fragility analyses are one of the most important tools in performance-based seismic design of structures that lead to production of fragility curves and functions. Fragility function is a capable tool for probabilistic assessment of the seismic vulnerability of the structures. In this study, in order to assess seismic vulnerability of corrugated steel shear walls and compare their seismic vulnerability with simple steel shear walls, fragility functions have been developed and fragility curves have been constructed. In this regard, the effect of the corrugation angle has been studied in corrugated models. Construction of these curves has became feasible through conducting incremental dynamic analyses. For this purpose, inter-story drift and peak ground acceleration have been used as damage measure and ground motion intensity measure, respectively. Assessment of resulted curves show that in low seismic intensity, probability of damage in corrugated models is reduced by increasing the corrugation angle; while, in high seismic intensity, probability of damage in corrugated models has been increased by increasing the corrugation angle. On the other hand, results indicate that corrugated models have more appropriate seismic performance than simple model in low seismic intensity.
format article
author Seyed Saeed Askariani
Farzad Shahabian
author_facet Seyed Saeed Askariani
Farzad Shahabian
author_sort Seyed Saeed Askariani
title Seismic Vulnerability Assessment of Corruagted Steel Shear Walls Using Fragility Curves
title_short Seismic Vulnerability Assessment of Corruagted Steel Shear Walls Using Fragility Curves
title_full Seismic Vulnerability Assessment of Corruagted Steel Shear Walls Using Fragility Curves
title_fullStr Seismic Vulnerability Assessment of Corruagted Steel Shear Walls Using Fragility Curves
title_full_unstemmed Seismic Vulnerability Assessment of Corruagted Steel Shear Walls Using Fragility Curves
title_sort seismic vulnerability assessment of corruagted steel shear walls using fragility curves
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2019
url https://doaj.org/article/a024aa0f4c1948cd82961b4cef784090
work_keys_str_mv AT seyedsaeedaskariani seismicvulnerabilityassessmentofcorruagtedsteelshearwallsusingfragilitycurves
AT farzadshahabian seismicvulnerabilityassessmentofcorruagtedsteelshearwallsusingfragilitycurves
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