A Fibre-Based Frame Element with Explicit Consideration of Bond-Slip Effects
Reinforced concrete (RC) frames subjected to seismic loading often depict localized member-end deformations due to strain penetration effects between adjacent members, such as beam-column and column-footing joints. Past experimental programs indicate that the bond-slip deformations occurring at the...
| Autor principal: | |
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| Outros Autores: | , , |
| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2020
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10400.8/4691 |
| País: | Portugal |
| Oai: | oai:iconline.ipleiria.pt:10400.8/4691 |