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Publicité

Jhordy Rodríguez ORCID

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. Tadele, Sisay / Aldabagh, Saif / Rodríguez, Jhordy / Shahria Alam, M. (2025): Lateral Cyclic Response of Bridge Columns Reinforced with CSA G30.18 500W High-Strength Steel. Dans: Journal of Bridge Engineering (ASCE), v. 30, n. 3 (mars 2025).

    https://doi.org/10.1061/jbenf2.beeng-6698

  2. Rodríguez, Jhordy / Aldabagh, Saif / Shahria Alam, M. (2025): Seismic Performance of Circular Concrete Bridge Columns Reinforced with ASTM A955 Stainless Steel Rebars. Dans: Journal of Structural Engineering (ASCE), v. 151, n. 4 (avril 2025).

    https://doi.org/10.1061/jsendh.steng-13902

  3. Rodríguez, Jhordy / Aldabagh, Saif / Shahria Alam, M. (2024): Loading protocols for quasi-static cyclic testing of flexure dominated reinforced concrete circular bridge columns under crustal, subcrustal, and subduction earthquakes. Dans: Soil Dynamics and Earthquake Engineering, v. 177 (février 2024).

    https://doi.org/10.1016/j.soildyn.2023.108394

  4. Rodríguez, Jhordy / Khan, Saqib / Mohammed Riyadh, Miah / Bruton, Dan / Shahria Alam, M. (2022): Assessment of the seismic behavior of short-to-medium overall length girder bridges under asynchronous ground motions. Dans: Soil Dynamics and Earthquake Engineering, v. 162 (novembre 2022).

    https://doi.org/10.1016/j.soildyn.2022.107446

  5. Aldabagh, Saif / Rodríguez, Jhordy / Shahria Alam, M. (2022): Low‐cycle fatigue performance of high‐strength steel rebars in concrete bridge columns. Dans: Earthquake Engineering and Structural Dynamics, v. 51, n. 5 (25 avril 2022).

    https://doi.org/10.1002/eqe.3607

  6. Rodríguez, Jhordy / Aldabagh, Saif / Shahria Alam, M. (2021): Incremental Dynamic Analysis–Based Procedure for the Development of Loading Protocols. Dans: Journal of Bridge Engineering (ASCE), v. 26, n. 11 (novembre 2021).

    https://doi.org/10.1061/(asce)be.1943-5592.0001785

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