A probablistic framework using a discrete Fe-based homogenized model for the in- And out-of-plane analysis of masonry structures

Probabilistic-based type of analysis seems to constitute a state-of-art approach for earthquake engineers. Such strategy is, in the analysis of potential retrofitting measures for a building (or typology), needed for the development of vulnerability or fragility curves. This information is recognize...

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Bibliographic Details
Main Author: Silva, Luís C. (author)
Other Authors: Milani, Gabriele (author), Lourenço, Paulo B. (author)
Format: conferencePaper
Language:eng
Published: 2019
Subjects:
Homogenization
LHS method
Macro-model
Masonry
Seismic vulnerability
Engenharia e Tecnologia::Engenharia Civil
Online Access:http://hdl.handle.net/1822/67865
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/67865

Internet

http://hdl.handle.net/1822/67865

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