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Review article

https://doi.org/10.14256/JCE.646.2011

Probabilistic analysis of seismic performance of reinforced concrete frame structures

Srđan Janković ; Sveučilište Crne Gore, Građevinski fakultet
Mladen Ulićević ; Sveučilište Crne Gore, Građevinski fakultet


Full text: croatian pdf 236 Kb

page 207-215

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Full text: english pdf 940 Kb

page 207-215

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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

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

Hrčak ID:

80407

URI

https://hrcak.srce.hr/80407

Article data in other languages: croatian

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