Probabilistic analysis of seismic performance of reinforced concrete frame structures

Građevinar

article

Mladen Ulićević¹  Srđan Janković¹ 

[1] University of Monte Negro Faculty of Civil Engineering

关键词: response spectrum;    EC 8;    maximum relative inter-storey drift;    RC frame structure;    seismic hazard curve;   

DOI  :  10.14256/JCE.646.2011

学科分类：社会科学、人文和艺术（综合）

来源: Hrvatsko Drustvo Gradevinskih Inzenjera

【 摘 要 】

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.

【 授权许可】

CC BY