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Publicité

M. Barbato

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. Tubaldi, E. / Barbato, M. / Dall'Asta, A. (2016): Efficient Approach for the Reliability-Based Design of Linear Damping Devices for Seismic Protection of Buildings. Dans: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, v. 2, n. 2 (juin 2016).

    https://doi.org/10.1061/ajrua6.0000858

  2. Zona, A. / Barbato, M. / Conte, J. P. (2005): Finite Element Response Sensitivity Analysis of Steel-Concrete Composite Beams with Deformable Shear Connection. Dans: Journal of Engineering Mechanics (ASCE), v. 131, n. 11 (novembre 2005).

    https://doi.org/10.1061/(asce)0733-9399(2005)131:11(1126)

  3. Alphonso, T. C. / Barbato, M. (2014): Experimental fragility curves for aluminum storm panels subject to windborne debris impact. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 134 (novembre 2014).

    https://doi.org/10.1016/j.jweia.2014.08.010

  4. Herbin, A. H. / Barbato, M. (2012): Fragility curves for building envelope components subject to windborne debris impact. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 107-108 (août 2012).

    https://doi.org/10.1016/j.jweia.2012.05.005

  5. Tubaldi, E. / Barbato, M. / Dall'Asta, A. (2010): Transverse seismic response of continuous steel-concrete composite bridges exhibiting dual load path. Dans: Earthquakes and Structures, v. 1, n. 1 (mars 2010).

    https://doi.org/10.12989/eas.2010.1.1.021

  6. Barbato, M. (2009): Efficient finite element modelling of reinforced concrete beams retrofitted with fibre reinforced polymers. Dans: Computers & Structures, v. 87, n. 3-4 (février 2009).

    https://doi.org/10.1016/j.compstruc.2008.11.006

  7. Tubaldi, E. / Barbato, M. / Ghazizadeh, S. (2012): A probabilistic performance-based risk assessment approach for seismic pounding with efficient application to linear systems. Dans: Structural Safety, v. -1 (mai 2012).

    https://doi.org/10.1016/j.strusafe.2012.01.002

  8. Tubaldi, E. / Barbato, M. (2015): Probabilistic risk analysis of structural impact in seismic events for linear and nonlinear systems. Dans: Earthquake Engineering and Structural Dynamics, v. 44, n. 3 (mars 2015).

    https://doi.org/10.1002/eqe.2530

  9. Barbato, M. / Tubaldi, E. (2013): A probabilistic performance-based approach for mitigating the seismic pounding risk between adjacent buildings. Dans: Earthquake Engineering and Structural Dynamics, v. 42, n. 8 (10 juillet 2013).

    https://doi.org/10.1002/eqe.2267

  10. Hu, D. / Barbato, M. (2014): Simple and efficient finite element modeling of reinforced concrete columns confined with fiber-reinforced polymers. Dans: Engineering Structures, v. 72 (août 2014).

    https://doi.org/10.1016/j.engstruct.2014.04.033

  11. Tubaldi, E. / Barbato, M. / Dall'Asta, A. (2014): Performance-based seismic risk assessment for buildings equipped with linear and nonlinear viscous dampers. Dans: Engineering Structures, v. 78 (novembre 2014).

    https://doi.org/10.1016/j.engstruct.2014.04.052

  12. Barbato, M. / Gu, Q. / Conte, J. P. (2010): Probabilistic Push-Over Analysis of Structural and Soil-Structure Systems. Dans: Journal of Structural Engineering (ASCE), v. 136, n. 11 (novembre 2010).

    https://doi.org/10.1061/(asce)st.1943-541x.0000231

  13. Tubaldi, E. / Barbato, M. / Dall'Asta, A. (2012): Influence of Model Parameter Uncertainty on Seismic Transverse Response and Vulnerability of Steel–Concrete Composite Bridges with Dual Load Path. Dans: Journal of Structural Engineering (ASCE), v. 138, n. 3 (mars 2012).

    https://doi.org/10.1061/(asce)st.1943-541x.0000456

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