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Seismic damage assessment of waffled slabs RC buildings of Barcelona

Author
Moreno, R.; Bairan, J.M.
Type of activity
Journal article
Journal
International journal of architectural heritage
Date of publication
2011-10-17
Volume
7
Number
1
First page
116
Last page
134
DOI
https://doi.org/10.1080/15583058.2011.616619 Open in new window
Repository
http://hdl.handle.net/2117/16078 Open in new window
URL
http://www.tandfonline.com/doi/abs/10.1080/15583058.2011.616619 Open in new window
Abstract
The seismic damage of waffled-slabs reinforced concrete buildings in the city of Barcelona (Spain) is evaluated using Risk-UE methodology, which enables obtaining fragility curves of the structure in a simplified manner through capacity curves. The seismic hazard is described by means of the reduced 5%-damped elastic response spectrum specific to Barcelona. Capacity curves are obtained using a non-linear static analysis and are used to obtain the performance point and probability damage matrices...
Citation
Moreno, R.; Bairán, J. Seismic damage assessment of waffled slabs RC buildings of Barcelona. "International journal of architectural heritage", 17 Octubre 2011, vol. 7, núm. 1, p. 116-134.
Group of research
ATEM - Structural and Materials Technology
TE - Structural Technology

Participants