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La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Di Benedetto, S. / Latour, M. / Rizzano, G. (2020): Assessment of the stiffness of 3D cut welded connections with CHS columns and through I-BEAMS. Dans: Structures, v. 27 (octobre 2020).

    https://doi.org/10.1016/j.istruc.2020.05.043

  2. Mita, L. / Piluso, V. / Rizzano, G. (2009): Theoretical and Experimental Analysis of Column Web in Compression~!2008-03-31~!2008-09-30~!2008-12-31~!. Dans: The Open Construction and Building Technology Journal, v. 2, n. 1 (janvier 2009).

    https://doi.org/10.2174/1874836800802010313

  3. Rizzano, G. (2011): A Simplified Approach for the Seismic Analysis of Masonry Structures. Dans: The Open Construction and Building Technology Journal, v. 5, n. 1 (décembre 2011).

    https://doi.org/10.2174/1874836801105010097

  4. Latour, M. / Rizzano, G. (2014): Experimental Analysis on the Cyclic Response of Beam to Column Joints: State-of-the-Art at Salerno University. Dans: The Open Construction and Building Technology Journal, v. 8, n. 1 (décembre 2014).

    https://doi.org/10.2174/1874836801408010227

  5. Latour, M. / Rizzano, G. (2019): Mechanical modelling of exposed column base plate joints under cyclic loads. Dans: Journal of Constructional Steel Research, v. 162 (novembre 2019).

    https://doi.org/10.1016/j.jcsr.2019.105726

  6. Latour, M. / D'Aniello, M. / Zimbru, M. / Rizzano, G. / Piluso, V. / Landolfo, R. (2018): Removable friction dampers for low-damage steel beam-to-column joints. Dans: Soil Dynamics and Earthquake Engineering, v. 115 (décembre 2018).

    https://doi.org/10.1016/j.soildyn.2018.08.002

  7. D'Antimo, M. / Latour, M. / Rizzano, G. / Demonceau, J. F. (2019): Experimental and numerical assessment of steel beams under impact loadings. Dans: Journal of Constructional Steel Research, v. 158 (juillet 2019).

    https://doi.org/10.1016/j.jcsr.2019.03.029

  8. Faella, C. / Piluso, V. / Rizzano, G. (1997): A new method to design extended end plate connections and semirigid braced frames. Dans: Journal of Constructional Steel Research, v. 41, n. 1 (janvier 1997).

    https://doi.org/10.1016/s0143-974x(97)00001-1

  9. Faella, C. / Piluso, V. / Rizzano, G. (1998): Cyclic behaviour of bolted joint components. Dans: Journal of Constructional Steel Research, v. 46, n. 1-3 (avril 1998).

    https://doi.org/10.1016/s0143-974x(98)80072-2

  10. Piluso, V. / Rizzano, G. (2007): Random material variability effects on full-strength end-plate beam-to-column joints. Dans: Journal of Constructional Steel Research, v. 63, n. 5 (mai 2007).

    https://doi.org/10.1016/j.jcsr.2006.06.039

  11. Latour, M. / Rizzano, G. (2013): A theoretical model for predicting the rotational capacity of steel base joints. Dans: Journal of Constructional Steel Research, v. 91 (décembre 2013).

    https://doi.org/10.1016/j.jcsr.2013.08.009

  12. Latour, M. / Rizzano, G. (2015): Design of X-shaped double split tee joints accounting for moment–shear interaction. Dans: Journal of Constructional Steel Research, v. 104 (janvier 2015).

    https://doi.org/10.1016/j.jcsr.2014.10.015

  13. D'Antimo, M. / Demonceau, J. F. / Jaspart, J. P. / Latour, M. / Rizzano, G. (2017): Experimental and theoretical analysis of shear bolted connections for tubular structures. Dans: Journal of Constructional Steel Research, v. 138 (novembre 2017).

    https://doi.org/10.1016/j.jcsr.2017.07.015

  14. Rizzano, G. (2006): Seismic Design of Steel Frames with Partial Strength Joints. Dans: Journal of Earthquake Engineering, v. 10, n. 5 ( 2006).

    https://doi.org/10.1080/13632460609350616

  15. Latour, M. / Piluso, V. / Rizzano, G. (2011): Cyclic Modeling of Bolted Beam-to-Column Connections: Component Approach. Dans: Journal of Earthquake Engineering, v. 15, n. 4 ( 2011).

    https://doi.org/10.1080/13632469.2010.513423

  16. Iannone, F. / Latour, M. / Piluso, V. / Rizzano, G. (2011): Experimental Analysis of Bolted Steel Beam-to-Column Connections: Component Identification. Dans: Journal of Earthquake Engineering, v. 15, n. 2 ( 2011).

    https://doi.org/10.1080/13632461003695353

  17. Latour, M. / Piluso, V. / Rizzano, G. (2014): Experimental analysis on friction materials for supplemental damping devices. Dans: Construction and Building Materials, v. 65 (août 2014).

    https://doi.org/10.1016/j.conbuildmat.2014.04.092

  18. Latour, M. / Rizzano, G. (2013): Full strength design of column base connections accounting for random material variability. Dans: Engineering Structures, v. 48 (mars 2013).

    https://doi.org/10.1016/j.engstruct.2012.09.026

  19. Latour, M. / Piluso, V. / Rizzano, G. (2014): Rotational behaviour of column base plate connections: Experimental analysis and modelling. Dans: Engineering Structures, v. 68 (juin 2014).

    https://doi.org/10.1016/j.engstruct.2014.02.037

  20. Faella, C. / Mazzolani, F. M. / Piluso, V. / Rizzano, G. (2000): Local Buckling of Aluminum Members: Testing and Classification. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 3 (mars 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:3(353)

  21. Latour, M. / Rizzano, G. (2012): Experimental Behavior and Mechanical Modeling of Dissipative T-Stub Connections. Dans: Journal of Structural Engineering (ASCE), v. 138, n. 2 (février 2012).

    https://doi.org/10.1061/(asce)st.1943-541x.0000435

  22. Santiago, A. / Simões da Silva, L. / da Silva, L. C. Fernandes / Cavallaro G., Ferrante / Francavilla, A. / Latour, M. / Piluso, V. / Rizzano, G. (2017): 11.30: Experimental behaviour of base plate joints equipped with self-centering system and friction dampers. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).

    https://doi.org/10.1002/cepa.360

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