Efficiency assessment of ground motion intensity measures in the estimation of dynamic response of reinforced concrete moment frames

Selection of appropriate accelerograms for nonlinear dynamic analysis is one of the most important challenges due to their significant influence on the interpretation of analysis results. A rational method for initial refinement of ground motion records with a minimum computational cost is applicati...

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Autores principales:	Moein Dayyani, Reza Esmaeilabadi, Salar Arian-Moghaddam
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2020
Materias:	reinforced concrete moment frames intensity measure incremental dynamic analysis collapse capacity efficiency Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/c4a8b48962824be5952007c931e85f25
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spelling	oai:doaj.org-article:c4a8b48962824be5952007c931e85f252021-11-08T15:53:06ZEfficiency assessment of ground motion intensity measures in the estimation of dynamic response of reinforced concrete moment frames2476-39772538-261610.22065/jsce.2018.129630.1565https://doaj.org/article/c4a8b48962824be5952007c931e85f252020-03-01T00:00:00Zhttps://www.jsce.ir/article_66853_fb98c94e6c42e6feae87dfe732432f8e.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Selection of appropriate accelerograms for nonlinear dynamic analysis is one of the most important challenges due to their significant influence on the interpretation of analysis results. A rational method for initial refinement of ground motion records with a minimum computational cost is application of refining process based on an optimum intensity measure (IM) which is able to predict the structural responses in a reliable manner. In this research, a list of intensity measures is considered to determine most effective ones from the point of view of effective relation with the dynamic response of the structure. Selected models in this paper includes four two-dimensional (2D) reinforced concrete (RC) structures of 2, 4, 8, 12 and 20 story with special moment-resisting frame (SMRF) system, which are modeled nonlinearly. Collapse capacity of the structures was obtained using the intensity measure spectral acceleration at the first-mode period of structure Sa(T1) and the Incremental Dynamic Analysis (IDA) under the influence of 40 ground motion records selected from the refined data set to observe the gradual behavior of the structure from the linear stage to collapse. Finally, by establishing a statistical relationship between the dynamic response parameters and 27 intensity measures with the use of Pearson correlation index, the most effective intensity measure that All have an integral form and independent from the period of structure, for each of the selected structures was introduced. By examining the results, it can be said that for the 4 story low-rise structure, the Response Spectrum [Housner] intensity measure and for the 8 and 12 story mid-rise structures, the Housner intensity measure and finally, for the 20 story high-rise structure, the Displacement Response Spectrum intensity measure has the highest correlation among the intensity measures studied.Moein DayyaniReza EsmaeilabadiSalar Arian-MoghaddamIranian Society of Structrual Engineering (ISSE)articlereinforced concrete moment framesintensity measureincremental dynamic analysiscollapse capacityefficiencyBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 7, Iss 1, Pp 169-185 (2020)
institution	DOAJ
collection	DOAJ
language	FA
topic	reinforced concrete moment frames intensity measure incremental dynamic analysis collapse capacity efficiency Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	reinforced concrete moment frames intensity measure incremental dynamic analysis collapse capacity efficiency Bridge engineering TG1-470 Building construction TH1-9745 Moein Dayyani Reza Esmaeilabadi Salar Arian-Moghaddam Efficiency assessment of ground motion intensity measures in the estimation of dynamic response of reinforced concrete moment frames
description	Selection of appropriate accelerograms for nonlinear dynamic analysis is one of the most important challenges due to their significant influence on the interpretation of analysis results. A rational method for initial refinement of ground motion records with a minimum computational cost is application of refining process based on an optimum intensity measure (IM) which is able to predict the structural responses in a reliable manner. In this research, a list of intensity measures is considered to determine most effective ones from the point of view of effective relation with the dynamic response of the structure. Selected models in this paper includes four two-dimensional (2D) reinforced concrete (RC) structures of 2, 4, 8, 12 and 20 story with special moment-resisting frame (SMRF) system, which are modeled nonlinearly. Collapse capacity of the structures was obtained using the intensity measure spectral acceleration at the first-mode period of structure Sa(T1) and the Incremental Dynamic Analysis (IDA) under the influence of 40 ground motion records selected from the refined data set to observe the gradual behavior of the structure from the linear stage to collapse. Finally, by establishing a statistical relationship between the dynamic response parameters and 27 intensity measures with the use of Pearson correlation index, the most effective intensity measure that All have an integral form and independent from the period of structure, for each of the selected structures was introduced. By examining the results, it can be said that for the 4 story low-rise structure, the Response Spectrum [Housner] intensity measure and for the 8 and 12 story mid-rise structures, the Housner intensity measure and finally, for the 20 story high-rise structure, the Displacement Response Spectrum intensity measure has the highest correlation among the intensity measures studied.
format	article
author	Moein Dayyani Reza Esmaeilabadi Salar Arian-Moghaddam
author_facet	Moein Dayyani Reza Esmaeilabadi Salar Arian-Moghaddam
author_sort	Moein Dayyani
title	Efficiency assessment of ground motion intensity measures in the estimation of dynamic response of reinforced concrete moment frames
title_short	Efficiency assessment of ground motion intensity measures in the estimation of dynamic response of reinforced concrete moment frames
title_full	Efficiency assessment of ground motion intensity measures in the estimation of dynamic response of reinforced concrete moment frames
title_fullStr	Efficiency assessment of ground motion intensity measures in the estimation of dynamic response of reinforced concrete moment frames
title_full_unstemmed	Efficiency assessment of ground motion intensity measures in the estimation of dynamic response of reinforced concrete moment frames
title_sort	efficiency assessment of ground motion intensity measures in the estimation of dynamic response of reinforced concrete moment frames
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2020
url	https://doaj.org/article/c4a8b48962824be5952007c931e85f25
work_keys_str_mv	AT moeindayyani efficiencyassessmentofgroundmotionintensitymeasuresintheestimationofdynamicresponseofreinforcedconcretemomentframes AT rezaesmaeilabadi efficiencyassessmentofgroundmotionintensitymeasuresintheestimationofdynamicresponseofreinforcedconcretemomentframes AT salararianmoghaddam efficiencyassessmentofgroundmotionintensitymeasuresintheestimationofdynamicresponseofreinforcedconcretemomentframes
_version_	1718441606332284928

Efficiency assessment of ground motion intensity measures in the estimation of dynamic response of reinforced concrete moment frames

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