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Atanu Santra 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. Acharjya, Arijit / Santra, Atanu / Roy, Rana (2024): Estimating structural response to bidirectional seismic excitation using spectrum compatible motions: Performance of a pair of companion spectra. Dans: Earthquake Engineering and Structural Dynamics, v. 53, n. 8 (avril 2024).

    https://doi.org/10.1002/eqe.4129

  2. Acharjya, Arijit / Santra, Atanu / Roy, Rana (2024): Response of Structures to Bidirectional Seismic Excitation Using Spectrum Compatible Records: Evolution of a Pair of Spectra from Newmark’s Sliding Block. Dans: Journal of Structural Engineering (ASCE), v. 150, n. 7 (juillet 2024).

    https://doi.org/10.1061/jsendh.steng-13249

  3. Roy, Rana / Santra, Atanu (2024): Seismic safety of RC piers with parameter uncertainties: Assessing dimensionless response using Bayesian linear regression. Dans: Structural Safety, v. 107 (mars 2024).

    https://doi.org/10.1016/j.strusafe.2023.102414

  4. Santra, Atanu / Roy, Rana (2023): Bond-slip at anchorage under unidirectional and bidirectional seismic excitation: Search for an efficient mathematical model. Dans: Structures, v. 55 (septembre 2023).

    https://doi.org/10.1016/j.istruc.2023.06.132

  5. Santra, Atanu / Roy, Rana (2023): Assessing residual deformation of bridge piers under bidirectional near-fault motions with forward directivity and fling-step. Dans: Bulletin of Earthquake Engineering, v. 21, n. 7 (29 mars 2023).

    https://doi.org/10.1007/s10518-023-01654-6

  6. Roy, Rana / Acharjya, Arijit / Roy, Aparna / Santra, Atanu / Bhattacharya, Gautam (2022): Response of Structures to Bidirectional Seismic Loading: Research Progress and Future Directions. Dans: Journal of Structural Engineering (ASCE), v. 148, n. 7 (juillet 2022).

    https://doi.org/10.1061/(asce)st.1943-541x.0003358

  7. Roy, Aparna / Santra, Atanu / Roy, Rana (2018): Estimating seismic response under bi-directional shaking per uni-directional analysis: Identification of preferred angle of incidence. Dans: Soil Dynamics and Earthquake Engineering, v. 106 (mars 2018).

    https://doi.org/10.1016/j.soildyn.2017.12.022

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