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,
| Name | Country | City | Type |
|---|
This document is only visible at the Commission level.
You are not authorized to publish or distribute it outside the European Commission.
This is a public document. You can share this publication.
Datasets
| ID | Title | Public URL |
|---|
Dataset collections
| ID | Acronym | Title | Public URL |
|---|
Scripts / source codes
| Description | Public URL |
|---|
Additional supporting files
| File name | Description | File type |
|---|