A simplified shear model for reinforced concrete elements subjected to reverse lateral loadings
The response of reinforced concrete elements to earthquake loads can be controlled by bending or shear behaviour, depending on the geometrical characteristics of the elements and on the reinforcement detailing. To represent the shear behaviour, in elements where shear is not negligible, it was devel...
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
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| Texto completo: | http://hdl.handle.net/10773/6279 |
| País: | Portugal |
| Oai: | oai:ria.ua.pt:10773/6279 |