Dependence of RC high-rise buildings response on the earthquake intensity
The relationship between the ground motion intensity measure, IM, and the engineering demand parameter, EDP, is analysed in the paper so as to identify and define the most efficient EDP-IM relationships for RC high-rise buildings. A 30-story RC high-rise building with the core wall structural system...
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Format: | Article |
Language: | English |
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Croatian Association of Civil Engineers
2015-09-01
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Series: | Građevinar |
Online Access: | https://doi.org/10.14256/JCE.1205.2014 |
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author | Jelena Pejović Srđan Janković |
author_facet | Jelena Pejović Srđan Janković |
author_sort | Jelena Pejović |
collection | DOAJ |
description | The relationship between the ground motion intensity measure, IM, and the engineering demand parameter, EDP, is analysed in the paper so as to identify and define the most efficient EDP-IM relationships for RC high-rise buildings. A 30-story RC high-rise building with the core wall structural system was selected as the reference building. 240 nonlinear time-history analyses were conducted for 60 ground motions on the spatial model of the building. The existing intensity measures were analyzed and the new ones – providing the most efficient relationships for RC buildings - were proposed. |
first_indexed | 2024-04-12T12:10:33Z |
format | Article |
id | doaj.art-b1b9e88d408d46b9ae3566485b18d7db |
institution | Directory Open Access Journal |
issn | 0350-2465 1333-9095 |
language | English |
last_indexed | 2024-04-12T12:10:33Z |
publishDate | 2015-09-01 |
publisher | Croatian Association of Civil Engineers |
record_format | Article |
series | Građevinar |
spelling | doaj.art-b1b9e88d408d46b9ae3566485b18d7db2022-12-22T03:33:36ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952015-09-016708.74975910.14256/JCE.1205.2014144669Dependence of RC high-rise buildings response on the earthquake intensityJelena PejovićSrđan JankovićThe relationship between the ground motion intensity measure, IM, and the engineering demand parameter, EDP, is analysed in the paper so as to identify and define the most efficient EDP-IM relationships for RC high-rise buildings. A 30-story RC high-rise building with the core wall structural system was selected as the reference building. 240 nonlinear time-history analyses were conducted for 60 ground motions on the spatial model of the building. The existing intensity measures were analyzed and the new ones – providing the most efficient relationships for RC buildings - were proposed.https://doi.org/10.14256/JCE.1205.2014 |
spellingShingle | Jelena Pejović Srđan Janković Dependence of RC high-rise buildings response on the earthquake intensity Građevinar |
title | Dependence of RC high-rise buildings response on the earthquake intensity |
title_full | Dependence of RC high-rise buildings response on the earthquake intensity |
title_fullStr | Dependence of RC high-rise buildings response on the earthquake intensity |
title_full_unstemmed | Dependence of RC high-rise buildings response on the earthquake intensity |
title_short | Dependence of RC high-rise buildings response on the earthquake intensity |
title_sort | dependence of rc high rise buildings response on the earthquake intensity |
url | https://doi.org/10.14256/JCE.1205.2014 |
work_keys_str_mv | AT jelenapejovic dependenceofrchighrisebuildingsresponseontheearthquakeintensity AT srđanjankovic dependenceofrchighrisebuildingsresponseontheearthquakeintensity |