Dynamic simulation of one-sided rocking masonry façades using an energy-consistent viscous damping model
Unreinforced masonry façades are specifically vulnerable to seismic actions. Their weak connectivity with adjacent structural members results in their detachment during an earthquake, thus, forming local collapse mechanisms which exhibit one-sided rocking motion. Such mechanisms can accommodate cons...
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| Outros Autores: | , , |
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2022
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| Assuntos: | |
| Texto completo: | https://hdl.handle.net/1822/79657 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/79657 |