Comparison of Damage Indexes in Performance Assessment of Special Concrete Moment Resisting Frames

The earthquake is one of the natural disasters that caused the many death. 10,000 people die annually due to earthquake around the world, and this incident has so far caused a lot of economic damages. In the structures review, earthquake damages can be classified into three categories: physical, soc...

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Autores principales: Hassan Ostadhosein, Mojtaba Hanteh, Mohsen Omidi Ashtiani Nejad
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Publicado: Iranian Society of Structrual Engineering (ISSE) 2021
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Acceso en línea:https://doaj.org/article/c591a1e63323449f8b60857b95545cb1
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spelling oai:doaj.org-article:c591a1e63323449f8b60857b95545cb12021-11-08T15:53:28ZComparison of Damage Indexes in Performance Assessment of Special Concrete Moment Resisting Frames2476-39772538-261610.22065/jsce.2018.134355.1573https://doaj.org/article/c591a1e63323449f8b60857b95545cb12021-01-01T00:00:00Zhttps://www.jsce.ir/article_79300_5856bca6aa0df06f3a5f062c3c7fd12a.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616The earthquake is one of the natural disasters that caused the many death. 10,000 people die annually due to earthquake around the world, and this incident has so far caused a lot of economic damages. In the structures review, earthquake damages can be classified into three categories: physical, social, and economical. In order to quantify physical damages, it is possible to introduce damage indexes. By knowing the damages of a structure, in addition to determining a proper understanding, redlines are possible to be designed. In other words, knowing the damage index in a structure makes it possible to determine the structure stablity against forces such as earthquakes. This issue becomes more important in retrofitting programmes. In this research, which the purpose is to determine the earthquake damages and structure performance, the Drift and Ghobarah Index are selected as damage Indexes, and the effects on the performance of two-dimensional special concrete moment resisting frames designed with the regulation (ACI 318-14) and the American loading standard (ASCE 7-10) has been investigated. In this regard, performance levels with the Drift index and the Ghobarah index along with the estimated damages have been investigated in different analysis and the correlation between these two Indexes is established. Analyses results show that Ghobara index is more conservative than maximum drift index. Another obtained result is that intensity measure which cause to low rise and medium rise buildings to reach life safety level has about 50% and 40 % differences, respectively, for two assumed indices.Hassan OstadhoseinMojtaba HantehMohsen Omidi Ashtiani NejadIranian Society of Structrual Engineering (ISSE)articledamage indicatorsdrift damage indexghobarah damage indexperformance levelsincremental dynamic analysisBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 7, Iss 4, Pp 244-264 (2021)
institution DOAJ
collection DOAJ
language FA
topic damage indicators
drift damage index
ghobarah damage index
performance levels
incremental dynamic analysis
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle damage indicators
drift damage index
ghobarah damage index
performance levels
incremental dynamic analysis
Bridge engineering
TG1-470
Building construction
TH1-9745
Hassan Ostadhosein
Mojtaba Hanteh
Mohsen Omidi Ashtiani Nejad
Comparison of Damage Indexes in Performance Assessment of Special Concrete Moment Resisting Frames
description The earthquake is one of the natural disasters that caused the many death. 10,000 people die annually due to earthquake around the world, and this incident has so far caused a lot of economic damages. In the structures review, earthquake damages can be classified into three categories: physical, social, and economical. In order to quantify physical damages, it is possible to introduce damage indexes. By knowing the damages of a structure, in addition to determining a proper understanding, redlines are possible to be designed. In other words, knowing the damage index in a structure makes it possible to determine the structure stablity against forces such as earthquakes. This issue becomes more important in retrofitting programmes. In this research, which the purpose is to determine the earthquake damages and structure performance, the Drift and Ghobarah Index are selected as damage Indexes, and the effects on the performance of two-dimensional special concrete moment resisting frames designed with the regulation (ACI 318-14) and the American loading standard (ASCE 7-10) has been investigated. In this regard, performance levels with the Drift index and the Ghobarah index along with the estimated damages have been investigated in different analysis and the correlation between these two Indexes is established. Analyses results show that Ghobara index is more conservative than maximum drift index. Another obtained result is that intensity measure which cause to low rise and medium rise buildings to reach life safety level has about 50% and 40 % differences, respectively, for two assumed indices.
format article
author Hassan Ostadhosein
Mojtaba Hanteh
Mohsen Omidi Ashtiani Nejad
author_facet Hassan Ostadhosein
Mojtaba Hanteh
Mohsen Omidi Ashtiani Nejad
author_sort Hassan Ostadhosein
title Comparison of Damage Indexes in Performance Assessment of Special Concrete Moment Resisting Frames
title_short Comparison of Damage Indexes in Performance Assessment of Special Concrete Moment Resisting Frames
title_full Comparison of Damage Indexes in Performance Assessment of Special Concrete Moment Resisting Frames
title_fullStr Comparison of Damage Indexes in Performance Assessment of Special Concrete Moment Resisting Frames
title_full_unstemmed Comparison of Damage Indexes in Performance Assessment of Special Concrete Moment Resisting Frames
title_sort comparison of damage indexes in performance assessment of special concrete moment resisting frames
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2021
url https://doaj.org/article/c591a1e63323449f8b60857b95545cb1
work_keys_str_mv AT hassanostadhosein comparisonofdamageindexesinperformanceassessmentofspecialconcretemomentresistingframes
AT mojtabahanteh comparisonofdamageindexesinperformanceassessmentofspecialconcretemomentresistingframes
AT mohsenomidiashtianinejad comparisonofdamageindexesinperformanceassessmentofspecialconcretemomentresistingframes
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