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Published: Građevinar 67 (2015) 8
Paper type: Preliminary report
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Dependence of RC high-rise buildings response on the earthquake intensity

Jelena Pejovic, Srđan Janković

Abstract

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.

Keywords
high-rise RC buildings, intensity measure, engineering demand parameter, nonlinear time-history analysis

HOW TO CITE THIS ARTICLE:

Pejovic, J., Janković, S.: Dependence of RC high-rise buildings response on the earthquake intensity, GRAĐEVINAR, 67 (2015) 8, pp. 749-759, doi: https://doi.org/10.14256/JCE.1205.2014

OR:

Pejovic, J., Janković, S. (2015). Dependence of RC high-rise buildings response on the earthquake intensity, GRAĐEVINAR, 67 (8), 749-759, doi: https://doi.org/10.14256/JCE.1205.2014

LICENCE:

Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
Jelena Pejovic WEB
Jelena Pejovic
University of Montenegro
Faculty of Civil Engineering in Podgorica
Jankovic Srdjan
Srđan Janković
University of Montenegro
Faculty of Civil Engineering