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Paulo Silva Lobo 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. Ribeiro, Gonçalo / Almeida, João / Silva Lobo, Paulo (2023): Conceptual design of transfer structures. In: Structural Concrete, v. 24, n. 1 (February 2023).

    https://doi.org/10.1002/suco.202200448

  2. Nunes, Pedro / Silva Lobo, Paulo (2017): Influence of the SMA Constitutive Model on the Response of Structures. In: Procedia Structural Integrity, v. 5 ( 2017).

    https://doi.org/10.1016/j.prostr.2017.07.098

  3. Correia, Ruben / Silva Lobo, Paulo (2017): Simplified Assessment of the Effects of Columns Shortening on the Response of Tall Concrete Buildings. In: Procedia Structural Integrity, v. 5 ( 2017).

    https://doi.org/10.1016/j.prostr.2017.07.095

  4. Nunes, Pedro / Silva Lobo, Paulo (2019): Influence of the SMA constitutive model on the longitudinal seismic response of RC bridges. In: Procedia Structural Integrity, v. 17 ( 2019).

    https://doi.org/10.1016/j.prostr.2019.08.084

  5. Silva Lobo, Paulo / Faustino, Pedro / Jesus, Mariana / Marreiros, Rui (2018): Design model of concrete for circular columns confined with AFRP. In: Composite Structures, v. 200 (September 2018).

    https://doi.org/10.1016/j.compstruct.2018.05.094

  6. Silva Lobo, Paulo / Almeida, João / Guerreiro, Luís (2017): Recentring and control of peak displacements of a RC frame using damping devices. In: Soil Dynamics and Earthquake Engineering, v. 94 (March 2017).

    https://doi.org/10.1016/j.soildyn.2017.01.003

  7. Silva Lobo, Paulo / Almeida, João (2015): RC fiber beam–column model with bond-slip in the vicinity of interior joints. In: Engineering Structures, v. 96 (August 2015).

    https://doi.org/10.1016/j.engstruct.2015.04.005

  8. Silva Lobo, Paulo / Almeida, João / Guerreiro, Luís (2015): Semi-active Damping Device Based on Superelastic Shape Memory Alloys. In: Structures, v. 3 (August 2015).

    https://doi.org/10.1016/j.istruc.2015.06.006

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