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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2019-01-01
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Online Access: | https://www.matec-conferences.org/articles/matecconf/pdf/2019/30/matecconf_incer2019_01012.pdf |
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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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