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, F. (author)
Other Authors: Poletti, E. (author), Dutu, A. (author), Rodrigues, H. (author)
Format: article
Language:eng
Published: 2021
Subjects:
Timber-framed masonry
Seismic assessment
Equivalent frame method
Lumped plasticity
Nonlinear cyclic analysis
Online Access:http://hdl.handle.net/10773/31298
Country:Portugal
Oai:oai:ria.ua.pt:10773/31298

Internet

http://hdl.handle.net/10773/31298

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