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Published: Građevinar 64 (2012) 3
Paper type: Subject review
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Probabilistic analysis of seismic performance of reinforced concrete frame structures

Mladen Ulićević, Srđan Janković

Abstract

The seismic performance of reinforced concrete frame structures of varying numbers of storeys, designed according to EC 8 and EC 2, is analyzed in the paper. The analysis is based on the probabilistic approach in which all identified incidental and indeterminate occurrences are taken into account. Performance of reinforced concrete frame structures is presented through maximum inter-storey drift values, while intensity is defined through spectral response of acceleration. The analysis results show that seismic response values increase by 31 to 54 percent if incidental and indeterminate occurrences are taken into account.

Keywords
response spectrum, EC 8, maximum relative inter-storey drift, RC frame structure, seismic hazard curve

HOW TO CITE THIS ARTICLE:

Ulićević, M., Janković, S.: Probabilistic analysis of seismic performance of reinforced concrete frame structures, GRAĐEVINAR, 64 (2012) 3, doi: https://doi.org/10.14256/JCE.646.2011

OR:

Ulićević, M., Janković, S. (2012). Probabilistic analysis of seismic performance of reinforced concrete frame structures, GRAĐEVINAR, 64 (3), doi: https://doi.org/10.14256/JCE.646.2011

LICENCE:

Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
Ulicevic Mladen
Mladen Ulićević
University of Montenegro
Faculty of Civil Engineering
Jankovic Srdjan
Srđan Janković
University of Montenegro
Faculty of Civil Engineering