Development of Seismic Fragility Curves of RC Infilled Frame Buildings in Jordan

This article examines the seismic fragility of low- and mid-rise RC infilled frame buildings in Jordan comprising stone-concrete infill panels. Three dimensional models of 2, 4 and 6 story regular and irregular representative buildings were developed. Pushover analyses were performed to construct ca...

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Main Author: Al-Nimry Hanan
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2019/30/matecconf_incer2019_01012.pdf
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spelling doaj-91b312b48ab14dfc8fc53677211ffe6b2021-02-02T02:06:54ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012810101210.1051/matecconf/201928101012matecconf_incer2019_01012Development of Seismic Fragility Curves of RC Infilled Frame Buildings in JordanAl-Nimry Hanan0Jordan University of Science and Technology, Civil Engineering DepartmentThis article examines the seismic fragility of low- and mid-rise RC infilled frame buildings in Jordan comprising stone-concrete infill panels. Three dimensional models of 2, 4 and 6 story regular and irregular representative buildings were developed. Pushover analyses were performed to construct capacity curves of the model buildings. Four damage states were considered: slight, moderate, extensive and complete and damage state thresholds were assigned, using expert opinion, based on yield and ultimate spectral displacements of the capacity spectra. Sets of preliminary fragility curves were developed to quantify earthquake damage probabilities in terms of spectral displacements.https://www.matec-conferences.org/articles/matecconf/pdf/2019/30/matecconf_incer2019_01012.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Al-Nimry Hanan
spellingShingle Al-Nimry Hanan
Development of Seismic Fragility Curves of RC Infilled Frame Buildings in Jordan
MATEC Web of Conferences
author_facet Al-Nimry Hanan
author_sort Al-Nimry Hanan
title Development of Seismic Fragility Curves of RC Infilled Frame Buildings in Jordan
title_short Development of Seismic Fragility Curves of RC Infilled Frame Buildings in Jordan
title_full Development of Seismic Fragility Curves of RC Infilled Frame Buildings in Jordan
title_fullStr Development of Seismic Fragility Curves of RC Infilled Frame Buildings in Jordan
title_full_unstemmed Development of Seismic Fragility Curves of RC Infilled Frame Buildings in Jordan
title_sort development of seismic fragility curves of rc infilled frame buildings in jordan
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2019-01-01
description This article examines the seismic fragility of low- and mid-rise RC infilled frame buildings in Jordan comprising stone-concrete infill panels. Three dimensional models of 2, 4 and 6 story regular and irregular representative buildings were developed. Pushover analyses were performed to construct capacity curves of the model buildings. Four damage states were considered: slight, moderate, extensive and complete and damage state thresholds were assigned, using expert opinion, based on yield and ultimate spectral displacements of the capacity spectra. Sets of preliminary fragility curves were developed to quantify earthquake damage probabilities in terms of spectral displacements.
url https://www.matec-conferences.org/articles/matecconf/pdf/2019/30/matecconf_incer2019_01012.pdf
work_keys_str_mv AT alnimryhanan developmentofseismicfragilitycurvesofrcinfilledframebuildingsinjordan
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