Nonlinear static analysis of an asymmetric unreinforced masonry building using macro-element modelling approach

Past seismic events showed that irregular structures are subjected to more damage compared to the regular ones. Although seismic codes prohibit or discourage irregularities by imposing certain penalties, the design of these type of structures can be inevitable due to functional and architectural con...

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Bibliographic Details
Main Author: Asikoglu, Abide (author)
Other Authors: Vasconcelos, Graça (author), Lourenço, Paulo B. (author), Panto, Bartolomeo (author), Marques, Rui Filipe Pedreira (author)
Format: conferencePaper
Language:eng
Published: 2019
Subjects:
Structural Masonry
Pushover Analysis
Marco-elements
Seismic Performance
Engenharia e Tecnologia::Engenharia Civil
Online Access:http://hdl.handle.net/1822/68257
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/68257

Internet

http://hdl.handle.net/1822/68257

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