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Paolo Di Re ORCID

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. Di Giovanni, Giulia / Bernardini, Davide / Di Re, Paolo / Ruta, Daniela (2024): Dynamical performances of a wind‐excited high‐rise structure equipped with a multiblock movable faca̧de. In: The Structural Design of Tall and Special Buildings, v. 33, n. 14 (9 September 2024).

    https://doi.org/10.1002/tal.2133

  2. Di Re, Paolo / Bernardini, Davide / Ruta, Daniela / Paolone, Achille (2023): Pushover Analyses of Slender Cantilever Bridge Piers with Strength and Ductility Degradation. In: KSCE Journal of Civil Engineering, v. 28, n. 2 (December 2023).

    https://doi.org/10.1007/s12205-024-0940-8

  3. Di Re, Paolo / Bernardini, Davide / Ruta, Daniela / Paolone, Achille (2022): A simple numerical approach for the pushover analysis of slender cantilever bridge piers taking into account geometric nonlinearity. In: Asian Journal of Civil Engineering, v. 23, n. 4 (April 2022).

    https://doi.org/10.1007/s42107-022-00433-z

  4. Addessi, Daniela / Di Re, Paolo / Gatta, Cristina / Sacco, Elio (2021): Multiscale analysis of out-of-plane masonry elements using different structural models at macro and microscale. In: Computers & Structures, v. 247 (April 2021).

    https://doi.org/10.1016/j.compstruc.2020.106477

  5. Addessi, Daniela / Di Re, Paolo / Sacco, Elio (2020): Micromechanical and multiscale computational modeling for stability analysis of masonry elements. In: Engineering Structures, v. 211 (May 2020).

    https://doi.org/10.1016/j.engstruct.2020.110428

  6. Di Re, Paolo / Addessi, Daniela / Sacco, Elio (2018): A multiscale force-based curved beam element for masonry arches. In: Computers & Structures, v. 208 (1 October 2018).

    https://doi.org/10.1016/j.compstruc.2018.06.009

  7. Di Re, Paolo / Addessi, Daniela / Filippou, Filip C. (2018): Mixed 3D Beam Element with Damage Plasticity for the Analysis of RC Members under Warping Torsion. In: Journal of Structural Engineering (ASCE), v. 144, n. 6 (June 2018).

    https://doi.org/10.1061/(asce)st.1943-541x.0002039

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