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...
| Autor principal: | |
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| Outros Autores: | , , |
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2018
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/66262 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/66262 |