Numerical block-based simulation of rocking structures using a novel universal viscous damping model
Unreinforced masonry structures, particularly façade walls, are seismically vulnerable due to their weak connections with adjacent walls, floors, and/or roofs. During an earthquake, such walls formulate local mechanisms prone to out-of-plane collapse. This behavior has been largely investigated usin...
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| Outros Autores: | , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2021
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/76643 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/76643 |