Refined Softened Truss Model with Efficient Solution Procedure for Prestressed Concrete Membranes von Bernardo, L. F. A, Lyrio, A. R. B, Silva, J. R. B, Horowitz, B

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Modified Variable Angle Truss-Model for torsion in reinforced concrete beams von Bernardo, L. F. A., Andrade, J. M. A., Lopes, S. M. R.

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Twist behavior of high-strength concrete hollow beams–Formation of plastic hinges along the length von Lopes, S.M.R., Bernardo, L.F.A.

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Refinement of the rotating-angle softened truss model with efficient solution procedure for RC membranes von Bernardo, L.F.A., Filho, B.M.V.C., Horowitz, B.

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Generalized softened variable angle truss-model for reinforced concrete beams under torsion von Bernardo, L. F. A., Andrade, J. M. A., Nunes, N. C. G.

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Softened truss model for reinforced NSC and HSC beams under torsion: A comparative study von Bernardo, L.F.A., Andrade, J.M.A., Lopes, S.M.R.

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Plastic analysis and twist capacity of high-strength concrete hollow beams under pure torsion von Bernardo, L.F.A., Lopes, S.M.R.

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Theoretical behavior of HSC sections under torsion von Bernardo, L.F.A., Lopes, S.M.R.

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Neutral Axis Depth versus Flexural Ductility in High-Strength Concrete Beams von Bernardo, L. F. A, Lopes, S. M. R

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Ductility of RC beams under torsion von Teixeira, M.M., Bernardo, L.F.A.

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Refined softened-truss model with efficient solution procedure for reinforced concrete members under torsion combined with bending von Bernardo, L.F.A., Teixeira, M.M.

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Modified softened truss-model for prestressed concrete beams under torsion von Bernardo, L.F.A., Teixeira, M.M.

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Efficient softened truss model for prestressed steel fiber concrete membrane elements von Bernardo, L.F.A., Filho, B.M.V.C., Horowitz, B.

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Cracking and failure mode in HSC hollow beams under torsion von Lopes, S.M.R., Bernardo, L.F.A.

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Evaluation of dry mortar ratio as mix design parameter for steel fibre reinforced self compacting concrete von Pereira de Oliveira, L.A., Castro Gomes, J.P., Bernardo, L.F.A., Ramos, M.M.M.

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Flexural ductility of high-strength concrete beams von Bernardo, L F A, Lopes, S M R

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Reinforced concrete membranes under shear: Ultimate behaviour and influence of thickness von Lopes, S. M. R., Bernardo, L. F. A., Costa, R. J. T.

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Reinforced concrete membranes under shear: Global behaviour von Lopes, S. M. R., Bernardo, L. F. A., Costa, R. J. T.

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Theoretical model for the determination of plastic rotation capacity in reinforced concrete beams von Do Carmo, R N F, Lopes, S M R, Bernardo, L F A

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Plastic rotation capacity of high-strength concrete beams von Lopes, S. M. R.

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