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Issue DateTitleAuthor(s)TypeAccess Type
2013Biaxial seismic behaviour of reinforced concrete columnsRodrigues, H.; Varum, H.; Arêde, A.conferenceObjectopenAccess
2012Comportamento de pilares de betão armado sujeitos a ações monotónicas e cíclicasSilva, J. P.; Rodrigues, H.; Arêde, A.; Rocha, P.; Varum, H.conferenceObjectopenAccess
2012Simplified hysteretic model for the representation of the biaxial bending response of RC columnsRodrigues, H.; Romão, X.; Andrade-Campos, A.; Varum, H.; Arêde, A.; Costa, A.articlerestrictedAccess
2012Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columnsRodrigues, H.; Varum, H.; Arêde, A.; Costa, A.articlerestrictedAccess
2012Simplified model for the non-linear behaviour representation of reinforced concrete columns under biaxial bendingRodrigues, H.; Andrade-Campos, A.; Romão, X.; Arêde, A.; Varum, H.; Costa, A.conferenceObjectopenAccess
2012Energy dissipation and equivalent damping of RC columns subjected to biaxial bending: an investigation based in experimental resultsRodrigues, H.; Arêde, A.; Varum, H.; Costa, A. G.conferenceObjectopenAccess
2012Comparative analysis of RC irregular buildings designed according to different seismic design codesLandingin, J.; Rodrigues, H.; Varum, H.; Arêde, A.; Costa, A.conferenceObjectopenAccess
2008Caracterização experimental do comportamento de elementos estruturais parede-arco do Museu de Santa Joana em AveiroCosteira, L.; Lameiro, A.; Pereira, H.; Fernandes, C.; Rodrigues, H.; Silveira, D.; Varum, H.; Arêde, A.; Costa, A.conferenceObjectopenAccess
2008Probabilistic risk assessment of a modern architecture building: analysis of the original building and retrofitting proposalsRodrigues, H.; Romão, X.; Varum, H.; Arêde, A.; Costa, A.; Delgado, R.conferenceObjectopenAccess
2009Seismic behaviour and strengthening of existing reinforced concrete structuresVarum, H.; Rodrigues, H.; Fernandes, C.; Costa, A.; Arêde, A.conferenceObjectopenAccess
Results 1-10 of 23 (Search time: 0.006 seconds).