Hybrid CFRP-based strengthening technique to increase the flexural resistance and concrete confinement of RC columns submitted to axial and cyclic lateral loading
A strengthening technique that combines carbon fibre reinforced polymer (CFRP) laminates and strips of wet lay-up CFRP sheet was used to increase the flexural resistance and the energy dissipation capacity of square cross-section columns of very low concrete strength submitted to constant axial comp...
Autor principal: | |
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Outros Autores: | , |
Formato: | conferencePaper |
Idioma: | eng |
Publicado em: |
2008
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Assuntos: | |
Texto completo: | http://hdl.handle.net/1822/12900 |
País: | Portugal |
Oai: | oai:repositorium.sdum.uminho.pt:1822/12900 |