Modelling of the Effects of Construction Deficiencies in the Seismic Response of Reinforced Concrete Structures
The paper deals with the modelling of the seismic response of reinforced concrete structures with deficiencies, aiming at estimation of their seismic fragility. The study is based on experimental data for two models of a single-storey industrial frame designed according to Eurocodes: one erected under strict measures for control of the execution and the other erected with normal measures for control of the execution, which resulted into significant deficiencies in the practical arrangement of the reinforcement. The created numerical models are implemented into fragility analysis considering four damage states. Conclusions concerning the influence of the quality of construction on the seismic vulnerability are drown.
DIMOVA Silvia;
NEGRO Paolo;
2006-02-23
Millpress
JRC32630
https://publications.jrc.ec.europa.eu/repository/handle/JRC32630,
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