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Seismic damage assessment of URM buildings: a comparison of non-linear static procedures

Author
Gonzalez-Drigo, J.R.; Avila-Haro, J.; Pujades, L.G.; Barbat, A. H.
Type of activity
Presentation of work at congresses
Name of edition
11th International Workshop on Seismic Microzoning and Risk Reduction
Date of publication
2016
Presentation's date
2016-10
Book of congress proceedings
11th IWSMRR: Proceedings of the 11th International Workshop on Seismic Microzoning and Risk Reduction
First page
141
Last page
148
Repository
http://hdl.handle.net/2117/105901 Open in new window
Abstract
In the scientific literature, a significant number of non-linear procedures are proposed in order to evaluate the seismic vulnerability of a building. In this work, and in the context of the Risk-UE methodology, a complete comparison of six representative nonlinear procedures, applied to an unreinforced building, has been performed. The incremental dynamic analysis has been considered in order to provide a reference for comparisons. Additionally, the evaluation of the applicability and reliabili...
Citation
Gonzalez-Drigo, J.R., Avila-Haro, J., Pujades, L.G., Barbat, A. H. Seismic damage assessment of URM buildings: a comparison of non-linear static procedures. A: International Workshop on Seismic Microzoning and Risk Reduction. "11th IWSMRR: Proceedings of the 11th International Workshop on Seismic Microzoning and Risk Reduction". Granada: 2016, p. 141-148.
Keywords
Non-linear static procedures, incremental dynamic analysis, multi stripe analysis, unreinforced masonry conditional spectrum approach
Group of research
GIES - Geophysics and Earthquake Engineering
RMEE - Strength of Materials and Structural Engineering Research Group

Participants