Deterministic and Probabilistic Seismic Performance Assessment of a Low-Code RC Frame Structure

The paper presents the seismic performance assessment of a reinforced concrete frame structure representative for existing buildings in Bucharest. The assessment was performed using deterministic and probabilistic approaches, the last using Response Surface Methodology. Finally, fragility curves wer...

Full description

Saved in:
Bibliographic Details
Published inConstrucţii (București) Vol. 14; no. 1; pp. 47 - 52
Main Author Florenta-Nicoleta TANASE
Format Journal Article
LanguageEnglish
Published National R&D Institute URBAN-INCERC, INCERC Bucharest Branch 01.07.2013
Subjects
fragility curves
probabilistic assessment
response surface methodology
seismic performance
Online AccessGet full text

Cover

More Information
Summary:The paper presents the seismic performance assessment of a reinforced concrete frame structure representative for existing buildings in Bucharest. The assessment was performed using deterministic and probabilistic approaches, the last using Response Surface Methodology. Finally, fragility curves were obtained considering the peak ground acceleration as seismic intensity measure.
ISSN:1221-2709
2247-0328