Numerical modeling of the seismic performance of Romanian timber-framed masonry walls

Traditional architecture with timber-framed masonry (TFM) system was used in many countries prone to seismic events due to its earthquake-resistant performance. In this context, Romanian TFM buildings were constructed by local builders applying non-engineered measures to reduce seismic vulnerability...

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Bibliographic Details
Main Author: Parisse, Francesco (author)
Other Authors: Poletti, Elisa (author), Dutu, Andreea (author), Rodrigues, Hugo (author)
Format: article
Language:eng
Published: 2021
Subjects:
Timber-framed masonry
Seismic assessment
Equivalent frame method
Lumped plasticity
Nonlinear cyclic analysis
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
Online Access:http://hdl.handle.net/1822/77239
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/77239

Internet

http://hdl.handle.net/1822/77239

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