Seismic vulnerability of URM structures based on a Discrete Macro-Element Modeling (DMEM) approach

The assessment of the seismic vulnerability of unreinforced masonry (URM) structures based on numerical modeling constitutes a difficult task due to their complex behavior, especially in the nonlinear dynamic field, and the lack of suitable, low-demanding, computational tools. In the last decades, p...

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Bibliographic Details
Main Author: Chacara, Cesar (author)
Other Authors: Cannizzaro, Francesco (author), Panto, Bartolomeo (author), Calio, Ivo (author), Lourenço, Paulo B. (author)
Format: article
Language:eng
Published: 2019
Subjects:
Brick masonry structure
Multi-directional pushover analysis
Nonlinear dynamic analysis
Displacement capacity
Analytical fragility curves
HiStrA software
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
Online Access:http://hdl.handle.net/1822/67777
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/67777

Internet

http://hdl.handle.net/1822/67777

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