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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. Upadhyaya, Sonali / Gur, Sourav (2022): Performance of shape memory alloy lead rubber bearing (SMA-LRB) isolated building under blast-induced ground motion considering parametric uncertainty. Dans: International Journal of Structural Stability and Dynamics, v. 23, n. 6 (octobre 2022).

    https://doi.org/10.1142/s021945542350061x

  2. Gur, Sourav / Xie, Yazhou / DesRoches, Reginald (2019): Seismic fragility analyses of steel building frames installed with superelastic shape memory alloy dampers: Comparison with yielding dampers. Dans: Journal of Intelligent Material Systems and Structures, v. 30, n. 18-19 (22 septembre 2019).

    https://doi.org/10.1177/1045389x19873408

  3. Gur, Sourav / Roy, Koushik / Singh, Pranay (2022): Seismic performance assessment of adjacent building structures connected with superelastic shape memory alloy damper and comparison with yield damper. Dans: Structural Control and Health Monitoring, v. 29, n. 5 (3 avril 2022).

    https://doi.org/10.1002/stc.2926

  4. Gur, Sourav / Mishra, Sudib Kumar (2013): Multi-objective stochastic-structural-optimization of shape-memory-alloy assisted pure-friction bearing for isolating building against random earthquakes. Dans: Soil Dynamics and Earthquake Engineering, v. 54 (novembre 2013).

    https://doi.org/10.1016/j.soildyn.2013.07.013

  5. Gur, Sourav / Frantziskonis, George N. / Mishra, Sudib K. (2017): Thermally modulated shape memory alloy friction pendulum (tmSMA-FP) for substantial near-fault earthquake structure protection. Dans: Structural Control and Health Monitoring, v. 24, n. 11 (novembre 2017).

    https://doi.org/10.1002/stc.2021

  6. Gur, Sourav / Mishra, Sudib K. / Chakraborty, Subrata (2014): Performance assessment of buildings isolated by shape-memory-alloy rubber bearing: Comparison with elastomeric bearing under near-fault earthquakes. Dans: Structural Control and Health Monitoring, v. 21, n. 4 (avril 2014).

    https://doi.org/10.1002/stc.1576

  7. Gur, Sourav / Mishra, Sudib K. / Chakraborty, Subrata (2014): Stochastic optimization of shape-memory-alloy rubber bearing (SMARB) for isolating buildings against random earthquake. Dans: Structural Control and Health Monitoring, v. 21, n. 9 (septembre 2014).

    https://doi.org/10.1002/stc.1635

  8. Gur, Sourav / Roy, Koushik / Mishra, Sudib Kumar (2015): Tuned liquid column ball damper for seismic vibration control. Dans: Structural Control and Health Monitoring, v. 22, n. 11 (novembre 2015).

    https://doi.org/10.1002/stc.1740

  9. Das, Sumanta / Gur, Sourav / Mishra, Sudib K. / Chakraborty, Subrata (2015): Optimal performance of base isolated building considering limitation on excessive isolator displacement. Dans: Structure and Infrastructure Engineering, v. 11, n. 7 (février 2015).

    https://doi.org/10.1080/15732479.2014.921716

  10. Gur, Sourav / Ray-Chaudhuri, Samit (2014): Vulnerability assessment of container cranes under stochastic wind loading. Dans: Structure and Infrastructure Engineering, v. 10, n. 12 (octobre 2014).

    https://doi.org/10.1080/15732479.2013.834943

  11. Mishra, Sudib K. / Gur, Sourav / Chakraborty, Subrata (2013): An improved tuned mass damper (SMA-TMD) assisted by a shape memory alloy spring. Dans: Smart Materials and Structures, v. 22, n. 9 (septembre 2013).

    https://doi.org/10.1088/0964-1726/22/9/095016

  12. Gur, Sourav / Mishra, Sudib Kumar / Bhowmick, Sutanu / Chakraborty, Subrata (2014): Compliant liquid column damper modified by shape memory alloy device for seismic vibration control. Dans: Smart Materials and Structures, v. 23, n. 10 (octobre 2014).

    https://doi.org/10.1088/0964-1726/23/10/105009

  13. Mishra, Sudib K. / Gur, Sourav / Roy, Koushik / Chakraborty, Subrata (2016): Response of Bridges Isolated by Shape Memory–Alloy Rubber Bearing. Dans: Journal of Bridge Engineering (ASCE), v. 21, n. 3 (mars 2016).

    https://doi.org/10.1061/(asce)be.1943-5592.0000837

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