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D. De Domenico

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. De Domenico, D. / Losanno, D. / Vaiana, N. (2023): Experimental tests and numerical modeling of full-scale unbonded fiber reinforced elastomeric isolators (UFREIs) under bidirectional excitation. Dans: Engineering Structures, v. 274 (janvier 2023).

    https://doi.org/10.1016/j.engstruct.2022.115118

  2. Losanno, D. / De Domenico, D. / Madera-Sierra, I. E. (2022): Experimental testing of full-scale fiber reinforced elastomeric isolators (FREIs) in unbounded configuration. Dans: Engineering Structures, v. 260 (juin 2022).

    https://doi.org/10.1016/j.engstruct.2022.114234

  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. Dans: Engineering Structures, v. 247 (novembre 2021).

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

  4. De Domenico, D. / Pisano, A. A. / Fuschi, P. (2014): Limit analysis on FRP-strengthened RC members. Dans: Frattura ed Integrità Strutturale, v. 8, n. 29 (juillet 2014).

    https://doi.org/10.3221/igf-esis.29.18

  5. De Domenico, D. / Fuschi, P. / Pardo, S. / Pisano, A. A. (2014): Strengthening of steel-reinforced concrete structural elements by externally bonded FRP sheets and evaluation of their load carrying capacity. Dans: Composite Structures, v. 118 (décembre 2014).

    https://doi.org/10.1016/j.compstruct.2014.07.040

  6. De Domenico, D. / Pisano, A. A. / Fuschi, P. (2014): A FE-based limit analysis approach for concrete elements reinforced with FRP bars. Dans: Composite Structures, v. 107 (janvier 2014).

    https://doi.org/10.1016/j.compstruct.2013.08.039

  7. Pisano, A. A. / Fuschi, P. / De Domenico, D. (2013): Peak load prediction of multi-pin joints FRP laminates by limit analysis. Dans: Composite Structures, v. 96 (février 2013).

    https://doi.org/10.1016/j.compstruct.2012.09.038

  8. De Domenico, D. / Ricciardi, G. / Benzoni, G. (2018): Analytical and finite element investigation on the thermo-mechanical coupled response of friction isolators under bidirectional excitation. Dans: Soil Dynamics and Earthquake Engineering, v. 106 (mars 2018).

    https://doi.org/10.1016/j.soildyn.2017.12.019

  9. De Domenico, D. / Impollonia, N. / Ricciardi, G. (2018): Soil-dependent optimum design of a new passive vibration control system combining seismic base isolation with tuned inerter damper. Dans: Soil Dynamics and Earthquake Engineering, v. 105 (février 2018).

    https://doi.org/10.1016/j.soildyn.2017.11.023

  10. De Domenico, D. / Ricciardi, G. / Takewaki, I. (2019): Design strategies of viscous dampers for seismic protection of building structures: A review. Dans: Soil Dynamics and Earthquake Engineering, v. 118 (mars 2019).

    https://doi.org/10.1016/j.soildyn.2018.12.024

  11. Pisano, A. A. / Fuschi, P. / De Domenico, D. (2013): A kinematic approach for peak load evaluation of concrete elements. Dans: Computers & Structures, v. 119 (avril 2013).

    https://doi.org/10.1016/j.compstruc.2012.12.030

  12. Pisano, A. A. / Fuschi, P. / De Domenico, D. (2015): Numerical limit analysis of steel-reinforced concrete walls and slabs. Dans: Computers & Structures, v. 160 (novembre 2015).

    https://doi.org/10.1016/j.compstruc.2015.08.004

  13. Pisano, A. A. / Fuschi, P. / De Domenico, D. (2013): Peak loads and failure modes of steel-reinforced concrete beams: Predictions by limit analysis. Dans: Engineering Structures, v. 56 (novembre 2013).

    https://doi.org/10.1016/j.engstruct.2013.05.030

  14. De Domenico, D. / Falsone, G. / Ricciardi, G. (2018): Improved response-spectrum analysis of base-isolated buildings: A substructure-based response spectrum method. Dans: Engineering Structures, v. 162 (mai 2018).

    https://doi.org/10.1016/j.engstruct.2018.02.037

  15. De Domenico, D. / Ricciardi, G. (2019): Earthquake protection of structures with nonlinear viscous dampers optimized through an energy-based stochastic approach. Dans: Engineering Structures, v. 179 (janvier 2019).

    https://doi.org/10.1016/j.engstruct.2018.09.076

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