1. Tartaglia, R. and M. D'Aniello, 2017. Nonlinear performance of extended stiffened end plate bolted beam-to-column joints subjected to column removal. Open Civil Eng. J., Vol. 11. .
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2. D'Aniello, M., R. Tartaglia, S. Costanzo and R. Landolfo, 2017. Seismic design of extended stiffened end-plate joints in the framework of Eurocodes. J. Constr. Steel Res., 128: 512-527.
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3. Tenchini, A., M. D'Aniello, C. Rebelo, R. Landolfo, L.S. da Silva and L. Lima, 2016. High strength steel in chevron concentrically braced frames designed according to Eurocode 8. Eng. Struct., 124: 167-185.
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4. D'Aniello, M., F. Portioli and R. Landolfo, 2016. Experimental tests on steel plate-to-plate splices bonded by C-FRPS laminas with and without wrapping. Technologies, Vol. 4, No. 1. 10.3390/technologies4010005.
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5. D'Aniello, M., D. Cassiano and R. Landolfo, 2016. Monotonic and cyclic inelastic tensile response of European preloadable GR10.9 bolt assemblies. J. Constr. Steel Res., 124: 77-90.
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6. Costanzo, S., M. D'Aniello and R. Landolfo, 2016. Critical review of seismic design criteria for chevron concentrically braced frames: The role of the brace-intercepted beam. Ingegneria Sismica: Int. J. Earthquake Eng., 33: 72-89.
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7. Cassiano1a, D., M. D'Aniello, C. Rebelo, R. Landolfo and L.S. da Silva, 2016. Influence of seismic design rules on the robustness of steel moment resisting frames. Steel Compos. Struct., 21: 479-500.
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8. Della Corte, G., M. D'Aniello and R. Landolfo, 2015. Field testing of all-steel buckling-restrained braces applied to a damaged reinforced concrete building. J. Struct. Eng., Vol. 141, No. 1. 10.1061/(ASCE)ST.1943-541X.0001080.
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9. D'Aniello, M., S. Costanzo and R. Landolfo, 2015. The influence of beam stiffness on seismic response of chevron concentric bracings. J. Constr. Steel Res., 112: 305-324.
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10. D'Aniello, M., G. La Manna Ambrosino, F. Portioli and R. Landolfo, 2015. The influence of out-of-straightness imperfection in physical theory models of bracing members on seismic performance assessment of concentric braced structures. Struct. Des. Tall Special Build., 24: 176-197.
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11. D'Aniello, M., E.M. Guneyisi, R. Landolfo and K. Mermerdas, 2015. Predictive models of the flexural overstrength factor for steel thin-walled circular hollow section beams. Thin-Walled Struct., 94: 67-78.
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12. Tenchini, A., M. D'Aniello, C. Rebelo, R. Landolfo, L.S. da Silva and L. Lima, 2014. Seismic performance of dual-steel moment resisting frames. J. Constr. Steel Res., 101: 437-454.
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13. Guneyisi, E.M., M. D'Aniello, R. Landolfo and K. Mermerdas, 2014. Prediction of the flexural overstrength factor for steel beams using artificial neural network. Steel Compos. Struct., 17: 215-236.
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14. Guneyisi, E.M., M. D'Aniello and R. Landolfo, 2014. Seismic upgrading of steel moment-resisting frames by means of friction devices. Open Constr. Build. Technol. J., 8: 289-299.
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15. D'Aniello, M., G. Della Corte and R. Landolfo, 2014. Finite element modelling and analysis of “All-Steel” dismountable buckling restrained braces. Open Constr. Build. Technol. J., 8: 216-226.
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16. D'Aniello, M., F. Portioli and R. Landolfo, 2014. Lap shear tests on hot-driven steel riveted connections strengthened by means of C-FRPs. Compos. Part B: Eng., 59: 140-152.
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17. D'Aniello, M., E.M. Guneyisi, R. Landolfo and K. Mermerdas, 2014. Analytical prediction of available rotation capacity of cold-formed rectangular and square hollow section beams. Thin-Walled Struct., 77: 141-152.
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18. Portioli, F., L. Cascini, C. Casapulla and M. D'Aniello, 2013. Limit analysis of masonry walls by rigid block modelling with cracking units and cohesive joints using linear programming. Eng. Struct., 57: 232-247.
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19. Portioli, F., C. Casapulla, L. Cascini, M. D'Aniello and R. Landolfo, 2013. Limit analysis by linear programming of 3D masonry structures with associative friction laws and torsion interaction effects. Arch. Applied Mech., 83: 1415-1438.
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20. Guneyisi, E.M., M. D'Aniello, R. Landolfo and K. Mermerdas, 2013. A novel formulation of the flexural overstrength factor for steel beams. J. Constr. Steel Res., 90: 60-71.
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21. Della Corte, G., M. D'Aniello and R. Landolfo, 2013. Analytical and numerical study of plastic overstrength of shear links. J. Constr. Steel Res., 82: 19-32.
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22. D'Aniello, M., G. La Manna Ambrosino, F. Portioli and R. Landolfo, 2013. Modelling aspects of the seismic response of steel concentric braced frames. Steel Compos. Struct., 15: 539-566.
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23. D'Aniello, M., R. Landolfo, V. Piluso and G. Rizzano, 2012. Ultimate behavior of steel beams under non-uniform bending. J. Constr. Steel Res., 78: 144-158.
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24. Della Corte, G., M. D'Aniello, R. Landolfo and F.M. Mazzolani, 2011. Review of steel buckling-restrained braces. Steel Constr., 4: 85-93.
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25. D'Aniello, M., F. Portioli, L. Fiorino and R. Landolfo, 2011. Experimental investigation on shear behaviour of riveted connections in steel structures. Eng. Struct., 33: 516-531.
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26. Mazzolani, F.M., G.D. Corte and M. D'Aniello, 2009. Experimental analysis of steel dissipative bracing systems for seismic upgrading. J. Civil Eng. Manage., 15: 7-19.
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27. D'Aniello, M., 2006. Seismic upgrading of RC structure by steel Eccentric Bracing: An experimental and numerical study. Pollack Periodica, 1: 3-15.
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