0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

B. K. Maheshwari 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. Das, Sukanta / Maheshwari, B. K. (2023): Failure Mechanism of Slopes Subjected to Embedded Strip Footing Loads under Seismic Conditions. Dans: International Journal of Geomechanics, v. 23, n. 9 (septembre 2023).

    https://doi.org/10.1061/ijgnai.gmeng-8063

  2. Firoj, Mohd / Maheshwari, B. K. (2022): Effect of CPRF on nonlinear seismic response of an NPP structure considering raft-pile-soil-structure-interaction. Dans: Soil Dynamics and Earthquake Engineering, v. 158 (juillet 2022).

    https://doi.org/10.1016/j.soildyn.2022.107295

  3. Maheshwari, B. K. / Truman, K. Z. / Gould, P. L. / El Naggar, M. H. (2005): Three-Dimensional Nonlinear Seismic Analysis of Single Piles Using Finite Element Model: Effects of Plasticity of Soil. Dans: International Journal of Geomechanics, v. 5, n. 1 (mars 2005).

    https://doi.org/10.1061/(asce)1532-3641(2005)5:1(35)

  4. Maheshwari, B. K. / Sarkar, Rajib (2011): Seismic Behavior of Soil-Pile-Structure Interaction in Liquefiable Soils: Parametric Study. Dans: International Journal of Geomechanics, v. 11, n. 4 (août 2011).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000087

  5. Sarkar, Rajib / Maheshwari, B. K. (2012): Effects of Separation on the Behavior of Soil-Pile Interaction in Liquefiable Soils. Dans: International Journal of Geomechanics, v. 12, n. 1 (février 2012).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000074

  6. Syed, N. M. / Maheshwari, B. K. (2014): Modeling Using Coupled FEM-SBFEM for Three-Dimensional Seismic SSI in Time Domain. Dans: International Journal of Geomechanics, v. 14, n. 1 (février 2014).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000296

  7. Maheshwari, B. K. / Emani, Pavan K. (2015): Three-Dimensional Nonlinear Seismic Analysis of Pile Groups Using FE-CIFECM Coupling in a Hybrid Domain and HISS Plasticity Model. Dans: International Journal of Geomechanics, v. 15, n. 3 (juin 2015).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000335

  8. Maheshwari, B. K. / Syed, N. M. (2016): Verification of Implementation of HiSS Soil Model in the Coupled FEM–SBFEM SSI Analysis. Dans: International Journal of Geomechanics, v. 16, n. 1 (février 2016).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000511

  9. Maheshwari, B. K. / Watanabe, H. (2006): Nonlinear Dynamic Behavior of Pile Foundations: Effects of Separation at the Soil-Pile Interface. Dans: Soils and Foundations, v. 46, n. 4 (août 2006).

    https://doi.org/10.3208/sandf.46.437

  10. Maheshwari, B. K. / Truman, K. Z. / El Naggar, M. H. / Gould, P. L. (2004): Three-dimensional nonlinear analysis for seismic soil–pile-structure interaction. Dans: Soil Dynamics and Earthquake Engineering, v. 24, n. 4 (juin 2004).

    https://doi.org/10.1016/j.soildyn.2004.01.001

  11. Emani, P. K. / Maheshwari, B. K. (2009): Dynamic impedances of pile groups with embedded caps in homogeneous elastic soils using CIFECM. Dans: Soil Dynamics and Earthquake Engineering, v. 29, n. 6 (juin 2009).

    https://doi.org/10.1016/j.soildyn.2008.11.003

Rechercher une publication...

Disponible seulement avec
Mon Structurae

Texte intégral
Structurae coopère avec
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine