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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Main Authors: Jelena Pejović, Srđan Janković
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2015-09-01
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.
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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