In-plane shear behaviour of stone masonry piers: a numerical study
This work aims to presenting a laboratory test of an existing Azorean stone masonry pier, transported to the Laboratory for Earthquake and Structural Engineering (LESE, FEUP, Porto), exhibiting significant energy dissipation but small displacement capacity. A complete 3D non-linear numerical simulat...
| Autor principal: | |
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| Outros Autores: | , , , |
| Formato: | book |
| Idioma: | eng |
| Publicado em: |
2008
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| Assuntos: | |
| Texto completo: | https://hdl.handle.net/10216/67502 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/67502 |