Fragility analysis of a mass-timber frame structure with ring-doweled moment-resisting connections

© WCTE 2018 Committee. The nonlinear behaviour of connections between structural elements is critical to the performance of mass-timber structures under seismic loads. However, limited work has been developed in nonlinear modelling and fragility assessment of mass-timber structures. To improve the a...

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Bibliographic Details
Main Author: Rodrigues, Leonardo (author)
Other Authors: Neves, Luís Armando Canhoto (author), Barbosa, Andre R. (author), Branco, Jorge M. (author)
Format: conferencePaper
Language:eng
Published: 2018
Subjects:
Fragility functions
Ring-doweled connections
Seismic assessment
Timber moment frames
Online Access:http://hdl.handle.net/1822/66262
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/66262

Internet

http://hdl.handle.net/1822/66262

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