期刊
JOURNAL OF EARTHQUAKE ENGINEERING
卷 27, 期 4, 页码 1047-1068出版社
TAYLOR & FRANCIS LTD
DOI: 10.1080/13632469.2022.2033364
关键词
precast; industrial buildings; connections; friction; seismic assessment
This study aims to assess the probabilistic seismic vulnerability of four existing single-story precast buildings designed according to outdated Italian building codes, taking into account the limited knowledge of seismic design and behavior in the past and the evolution of seismic zonation in the Italian territory.
Old precast buildings are often characterized by poor detailing that may hamper the structural performance, particularly in the case of earthquakes. This is essentially related to: (i) a limited past knowledge of seismic design and behaviour, also reflected in past building codes; (ii) the evolution of seismic zonation of the Italian territory. The aim of this work is to assess the probabilistic seismic vulnerability with respect to the usability preventing damage and global collapse performance levels of four existing single-story precast buildings designed in accordance with past Italian building codes from 1960s to 1990s in three sites with increasing seismic hazard.
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