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Non-linear static procedures applied to high-rise residential URM buildings

Author
Gonzalez-Drigo, J.R.; Avila-Haro, J.; Pujades, L.G.; Barbat, A. H.
Type of activity
Journal article
Journal
Bulletin of earthquake engineering
Date of publication
2016-06-15
First page
1
Last page
26
DOI
https://doi.org/10.1007/s10518-016-9951-2 Open in new window
Repository
http://hdl.handle.net/2117/90865 Open in new window
URL
http://link.springer.com/article/10.1007%2Fs10518-016-9951-2 Open in new window
Abstract
© 2016 Springer Science+Business Media Dordrecht In this work, the vulnerability of an unreinforced masonry building, evaluated on the one hand by using the incremental dynamic analysis, and on the other hand by using nine representative non-linear static incremental procedures, is compared. For comparison reasons among the different non-linear static procedures, the obtained incremental dynamic analyses results are used as reference values. The aim of this analysis is to evaluate the applicabi...
Citation
Gonzalez-Drigo, J.R., Avila-Haro, J., Pujades, L.G., Barbat, A. H. Non-linear static procedures applied to high-rise residential URM buildings. "Bulletin of earthquake engineering", 15 Juny 2016, p. 1-26.
Keywords
Multi stripe analysis, Non-linear static procedures, Push-over, Unreinforced masonry, Vulnerability
Group of research
GIES - Geophysics and Earthquake Engineering
RMEE - Strength of Materials and Structural Engineering Research Group

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