Deflection ductility index in continuous reinforced concrete beams and slabs
The behaviour of continuous reinforced concrete elements subjected to bending is characterized by a non-linear response whose extent depends on the available rotation capacity. In this paper the rotation capacity is reviewed and a numerical study for calculating the deflection ductility index in con...
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| Formato: | book |
| Idioma: | eng |
| Publicado em: |
2013
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| Texto completo: | https://hdl.handle.net/10216/96889 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/96889 |