Probabilistic analysis of seismic performance of reinforced concrete frame structures

[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 indete

[学科分类] 建筑学

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