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E. Tubaldi

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Turchetti, F. / Tubaldi, E. / Patelli, E. / Castaldo, P. / Málaga-Chuquitaype, C. (2023): Damage modelling of a bridge pier subjected to multiple earthquakes: a comparative study. In: Bulletin of Earthquake Engineering, v. 21, n. 9 (June 2023).

    https://doi.org/10.1007/s10518-023-01678-y

  2. Antonopoulos, C. / Tubaldi, E. / Carbonari, S. / Gara, F. / Dezi, F. (2022): Dynamic behavior of soil-foundation-structure systems subjected to scour. In: Soil Dynamics and Earthquake Engineering, v. 152 (January 2022).

    https://doi.org/10.1016/j.soildyn.2021.106969

  3. Tubaldi, E. / Scozzese, F. / De Domenico, D. / Dall'Asta, A. (2021): Effects of axial loads and higher order modes on the seismic response of tall bridge piers. In: Engineering Structures, v. 247 (November 2021).

    https://doi.org/10.1016/j.engstruct.2021.113134

  4. Tubaldi, E. / Dall'Asta, A. (2011): A design method for seismically isolated bridges with abutment restraint. In: Engineering Structures, v. 33, n. 3 (March 2011).

    https://doi.org/10.1016/j.engstruct.2010.12.002

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

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

  6. Castaldo, P. / Tubaldi, E. / Selvi, F. / Gioiella, L. (2021): Seismic performance of an existing RC structure retrofitted with buckling restrained braces. In: Journal of Building Engineering, v. 33 (January 2021).

    https://doi.org/10.1016/j.jobe.2020.101688

  7. Tubaldi, E. / Minga, E. / Macorini, L. / Izzuddin, B. A. (2020): Mesoscale analysis of multi-span masonry arch bridges. In: Engineering Structures, v. 225 (December 2020).

    https://doi.org/10.1016/j.engstruct.2020.111137

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

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

  9. Castaldo, P. / Tubaldi, E. (2018): Influence of ground motion characteristics on the optimal single concave sliding bearing properties for base-isolated structures. In: Soil Dynamics and Earthquake Engineering, v. 104 (January 2018).

    https://doi.org/10.1016/j.soildyn.2017.09.025

  10. Tubaldi, E. / Mitoulis, S. A. / Ahmadi, H. (2018): Comparison of different models for high damping rubber bearings in seismically isolated bridges. In: Soil Dynamics and Earthquake Engineering, v. 104 (January 2018).

    https://doi.org/10.1016/j.soildyn.2017.09.017

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

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

  12. Tubaldi, E. (2015): Dynamic behavior of adjacent buildings connected by linear viscous/viscoelastic dampers. In: Structural Control and Health Monitoring, v. 22, n. 8 (August 2015).

    https://doi.org/10.1002/stc.1734

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

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

  14. Tubaldi, E. / Tassotti, L. / Dall'Asta, A. / Dezi, L. (2014): Seismic response analysis of slender bridge piers. In: Earthquake Engineering and Structural Dynamics, v. 43, n. 10 (25 July 2014).

    https://doi.org/10.1002/eqe.2408

  15. Tubaldi, E. / Dall'Asta, A. (2012): Transverse free vibrations of continuous bridges with abutment restraint. In: Earthquake Engineering and Structural Dynamics, v. 41, n. 9 (25 July 2012).

    https://doi.org/10.1002/eqe.1190

  16. Freddi, F. / Tubaldi, E. / Ragni, L. / Dall'Asta, A. (2013): Probabilistic performance assessment of low-ductility reinforced concrete frames retrofitted with dissipative braces. In: Earthquake Engineering and Structural Dynamics, v. 42, n. 7 (June 2013).

    https://doi.org/10.1002/eqe.2255

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

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

  18. Tubaldi, E. / Dall'Asta, A. / Dezi, L. (2013): Reduced formulation for post-elastic seismic response of dual load path bridges. In: Engineering Structures, v. 51 (June 2013).

    https://doi.org/10.1016/j.engstruct.2013.01.014

  19. Tubaldi, E. / Mitoulis, S. A. / Ahmadi, H. / Muhr, A. (2016): A parametric study on the axial behaviour of elastomeric isolators in multi-span bridges subjected to horizontal seismic excitations. In: Bulletin of Earthquake Engineering, v. 14, n. 4 (January 2016).

    https://doi.org/10.1007/s10518-016-9876-9

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

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

  21. Gioiella, L. / Tubaldi, E. / Gara, F. / Dezi, L. / Dall'Asta, A. (2018): Modal properties and seismic behaviour of buildings equipped with external dissipative pinned rocking braced frames. In: Engineering Structures, v. 172 (October 2018).

    https://doi.org/10.1016/j.engstruct.2018.06.043

  22. 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. In: Journal of Structural Engineering (ASCE), v. 138, n. 3 (March 2012).

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

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