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Lista de resultados: 1-10 de um total de 15 resultados (tempo de pesquisa: 0.0 segundos).
DataTítuloAutor(es)TipoAcesso
Jan-2017Simultaneous flexural and punching strengthening of RC slabs according to a new hybrid technique using U-shape CFRP laminatesBarros, Joaquim A. O.; Rezazadeh, Mohammadali; Laranjeira, J. P. S.; Hosseini, M. R. M.; Mastali, Mohammad; Ramezansefat, H.ArtigoAcesso aberto
Out-2017Shear strengthening of damaged reinforced concrete beams with hybrid composite platesBaghi, Hadi; Barros, Joaquim A. O.; Rezazadeh, MohammadaliArtigoAcesso aberto
2017Prediction of the load carrying capacity of elevated steel fibre reinforced concrete slabsSalehian, Hamidreza; Barros, Joaquim A. O.ArtigoAcesso aberto
2017Flexural performance of innovative hybrid sandwich panels with special focus on the shear connection behaviorMastali, Mohammad; Valente, Isabel B.; Barros, Joaquim A. O.ArtigoAcesso aberto
2017Viscoelastic response of an epoxy adhesive for construction since its early ages: Experiments and modellingSilva, Patrícia; Valente, Tiago; Azenha, Miguel; Sena-Cruz, José; Barros, Joaquim A. O.ArtigoAcesso aberto
Jan-2017New approach to predict shear capacity of reinforced concrete beams strengthened with NSM techniqueBaghi, Hadi; Barros, Joaquim A. O.ArtigoAcesso aberto
2017Time-dependent fibre pull-out behaviour in self-compacting concreteAbrishambaf, Amin; Barros, Joaquim A. O.; Cunha, Vitor M. C. F.; Frazão, Cristina Maria VieiraArtigoAcesso aberto
2017NSM shear strengthening technique with CFRP laminates applied in high T cross section RC beamsDias, Salvador J. E.; Barros, Joaquim A. O.ArtigoAcesso aberto
2017A design approach to determine the shear capacity of reinforced concrete beams shear strengthened with NSM systemsBaghi, Hadi; Barros, Joaquim A. O.ArtigoAcesso aberto
Ago-2017A model for the simultaneous prediction of the flexural and shear deflections of statically determinate and indeterminate RC structuresRamezansefat, Honeyeh; Barros, Joaquim A. O.; Rezazadeh, MohammadaliArtigoAcesso aberto
1-10 de um total de 15 resultados (tempo de pesquisa: 0.0 segundos).

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