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Lista de resultados: 11-20 de um total de 577 resultados (tempo de pesquisa: 0.296 segundos).
DataTítuloAutor(es)TipoAcesso
Fev-2010Performance of reinforced concrete T beams strengthened in shear with NSM CFRP laminatesDias, Salvador J. E.; Barros, Joaquim A. O.ArtigoAcesso restrito UMinho
2010Flexural and shear strengthening of RC beams with composites materials : the influence of cutting steel stirrups to install CFRP stripsCosta, Inês; Barros, Joaquim A. O.ArtigoAcesso restrito UMinho
Jan-2014Support vector machines applied to uniaxial compressive strength prediction of jet grouting columnsTinoco, Joaquim Agostinho Barbosa; Correia, A. Gomes; Cortez, PauloArtigoAcesso restrito UMinho
1-Dez-2014Early-age behaviour of the concrete surrounding a turbine spiral case : monitoring and thermo-mechanical modellingConceição, José; Faria, Rui; Azenha, Miguel; Mamede, Flávio; Souza, FlávioArtigoAcesso restrito UMinho
2016A holistic methodology for probabilistic safety assessment of timber elements combining onsite and laboratory dataSousa, Hélder S.; Branco, Jorge M.; Lourenço, Paulo B.ArtigoAcesso aberto
2015Dynamic interface model for masonry walls subjected to high strain rate out-of-plane loadsRafsanjani, Seyedebrahim Hashemi; Lourenço, Paulo B.; Peixinho, NunoArtigoAcesso aberto
2016The influences of moisture content variation, number and width of gaps on the withdrawal resistance of self tapping screws inserted in cross laminated timberSilva, Catarina V.; Branco, Jorge M.; Ringhofer, A.; Lourenço, Paulo B.; Schickhofer, G.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
2015Flexural strengthening of RC beams using hybrid composite plate (HCP): experimental and analytical studyEsmaeeli, Esmaeel; Barros, Joaquim A. O.ArtigoAcesso aberto
2016Experimental characterization of commercial lime based grouts for stone masonry consolidationLuso, Eduarda; Lourenço, Paulo B.ArtigoAcesso aberto