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PreviewIssue DateTitleAuthor(s)
2009Design of FRP reinforced concrete beams against shear failureLucas, W.; Oehlers, D.; Mohamed Sadakkathulla, M.; Griffith, M.; International Symposium on FRP Reinforcement for Concrete Structures (9th : 2009 : Sydney, Australia)
2009Ductility design of FRP reinforced concrete beamsHaskett, M.; Oehlers, D.; Mohamed Sadakkathulla, M.; International Symposium on FRP Reinforcement for Concrete Structures (9th : 2009 : Sydney, Australia)
2010The hunt for the elusive conceptOehlers, D.
2012The reinforcement contribution to the cyclic behaviour of reinforced concrete beam hingesVisintin, P.; Oehlers, D.; Wu, C.; Griffith, M.
2013Incorporating residual strains in the flexural rigidity of RC members with varying degrees of prestress and crackingKnight, D.; Visintin, P.; Oehlers, D.; Jumaat, M.
2012The FRP reinforced shear-friction mechanismLucas, W.; Oehlers, D.; Mohamed Sadakkathulla, M.; Griffith, M.
2008Concrete component of the rotational ductility of reinforced concrete flexural membersOehlers, D.; Mohamed Sadakkathulla, M.; Griffith, M.
2012The tension stiffening mechanism in reinforced concrete prismsMuhamad, R.; Mohamed Sadakkathulla, M.; Oehlers, D.; Griffith, M.
2010Design for moment redistribution in RC beams retrofitted with steel platesHaskett, M.; Oehlers, D.; Mohamed Sadakkathulla, M.
2002Towards a direct collapse-load method of design for concrete frames subjected to severe ground motionsGriffith, M.; Kawano, A.; Warner, R.

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