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S. Talukdar

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. Lalthlamuana, R. / Talukdar, S. (2016): Conditions of Visibility of Bridge Natural Frequency in Vehicle Vertical Acceleration. Dans: Procedia Engineering, v. 144 ( 2016).

    https://doi.org/10.1016/j.proeng.2016.05.003

  2. Lalthlamuana, R. / Talukdar, S. (2014): Dynamic Response of Bridge Subjected to Eccentrically Moving Flexible Vehicle: A Semianalytical Approach. Dans: Shock and Vibration, v. 2014 ( 2014).

    https://doi.org/10.1155/2014/546156

  3. Rao, V. G. / Talukdar, S. (2003): Prediction of Fatigue Life of a Continuous Bridge Girder Based on Vehicle Induced Stress History. Dans: Shock and Vibration, v. 10, n. 5-6 ( 2003).

    https://doi.org/10.1155/2003/309413

  4. Talukdar, S. / Heere, R. (2019): The effects of pumping on the air content and void structure of air-entrained, wet mix fibre reinforced shotcrete. Dans: Case Studies in Construction Materials, v. 11 (décembre 2019).

    https://doi.org/10.1016/j.cscm.2019.e00288

  5. Talukdar, S. / Lalthlamuana, R. (2016): Identification of flexible vehicle parameters on bridge using particle filter method. Dans: Structural Engineering and Mechanics, v. 57, n. 1 (janvier 2016).

    https://doi.org/10.12989/sem.2016.57.1.021

  6. Lalthlamuana, R. / Talukdar, S. (2013): Rating of steel bridges considering fatigue and corrosion. Dans: Structural Engineering and Mechanics, v. 47, n. 5 (septembre 2013).

    https://doi.org/10.12989/sem.2013.47.5.643

  7. Parida, S. / Talukdar, S. (2020): An Insight to the Dynamic Amplification Factor for Steel Truss Girder Bridge. Dans: International Journal of Steel Structures, v. 20, n. 4 ( 2020).

    https://doi.org/10.1007/s13296-020-00364-y

  8. Talukdar, S. / Banthia, N. (2016): Carbonation in Concrete Infrastructure in the Context of Global Climate Change: Model Refinement and Representative Concentration Pathway Scenario Evaluation. Dans: Journal of Materials in Civil Engineering (ASCE), v. 28, n. 4 (avril 2016).

    https://doi.org/10.1061/(asce)mt.1943-5533.0001438

  9. Dharmaraju, N. / Tiwari, R. / Talukdar, S. (2004): Identification of an open crack model in a beam based on force–response measurements. Dans: Computers & Structures, v. 82, n. 2-3 (janvier 2004).

    https://doi.org/10.1016/j.compstruc.2003.10.006

  10. Lalthlamuana, R. / Talukdar, S. (2015): Obtaining vehicle parameters from bridge dynamic response: a combined semi-analytical and particle filtering approach. Dans: Journal of Modern Transportation, v. 23, n. 1 (mars 2015).

    https://doi.org/10.1007/s40534-014-0065-8

  11. Dey, Palash / Talukdar, S. / Bordoloi, D. J. (2016): Multiple-crack identification in a channel section steel beam using a combined response surface methodology and genetic algorithm. Dans: Structural Control and Health Monitoring, v. 23, n. 6 (juin 2016).

    https://doi.org/10.1002/stc.1818

  12. Talukdar, S. / Banthia, N. (2013): Carbonation in concrete infrastructure in the context of global climate change: Development of a service lifespan model. Dans: Construction and Building Materials, v. 40 (mars 2013).

    https://doi.org/10.1016/j.conbuildmat.2012.11.026

  13. Dey, Palash / Talukdar, S. (2016): A hybrid approach to detect crack parameters using measured natural frequencies in thin walled angle section steel beams. Dans: International Journal of Steel Structures, v. 16, n. 1 ( 2016).

    https://doi.org/10.1007/s13296-016-3013-0

  14. Sasidhar, M. N. V. / Talukdar, S. (2003): Nonstationary Response of Bridge Due to Eccentrically Moving Vehicles at Variable Velocity. Dans: Advances in Structural Engineering, v. 6, n. 4 (octobre 2003).

    https://doi.org/10.1260/136943303322771691

  15. Talukdar, S. / Islam, S. T. / Banthia, N. (2011): Development of a Lightweight Low-Carbon Footprint Concrete Containing Recycled Waste Materials. Dans: Advances in Civil Engineering, v. 2011 ( 2011).

    https://doi.org/10.1155/2011/594270

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