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R. S. Jangid 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. Kataria, Nitin P. / Jangid, R. S. (2014): Optimum semi-active hybrid system for seismic control of the horizontally curved bridge with Magnetorheological damper. Dans: Bridge Structures, v. 10, n. 4 ( 2014).

    https://doi.org/10.3233/brs-150083

  2. Islam, Naqeeb Ul / Jangid, R. S. (2021): Optimum parameters and performance of negative stiffness and inerter based dampers for base-isolated structures. Dans: Bulletin of Earthquake Engineering, v. 21, n. 3 (septembre 2021).

    https://doi.org/10.1007/s10518-022-01372-5

  3. Jadhav, M. B. / Jangid, R. S. (2006): Response of base-isolated liquid storage tanks to near-fault motions. Dans: Structural Engineering and Mechanics, v. 23, n. 6 (août 2006).

    https://doi.org/10.12989/sem.2006.23.6.615

  4. Joshi, A. S. / Jangid, R. S. (1997): Optimum Parameters of Multiple Tuned Mass Dampers for Base-Excited Damped Systems. Dans: Journal of Sound and Vibration, v. 202, n. 5 (mai 1997).

    https://doi.org/10.1006/jsvi.1996.0859

  5. Raut, Bhiva R. / Jangid, R. S. (2014): Seismic analysis of benchmark building installed with friction dampers. Dans: The IES Journal Part A: Civil & Structural Engineering, v. 7, n. 1 (janvier 2014).

    https://doi.org/10.1080/19373260.2013.840956

  6. Saha, Purnachandra / Jangid, R. S. (2009): Seismic control of benchmark cable-stayed bridge using passive hybrid systems. Dans: The IES Journal Part A: Civil & Structural Engineering, v. 2, n. 1 (février 2009).

    https://doi.org/10.1080/19373260802417021

  7. Magar Patil, H. R. / Jangid, R. S. (2015): Numerical study of seismic performance of steel moment-resisting frame with buckling-restrained brace and viscous fluid damper. Dans: The IES Journal Part A: Civil & Structural Engineering, v. 8, n. 3 (juin 2015).

    https://doi.org/10.1080/19373260.2015.1038862

  8. Bakre, S. V. / Jangid, R. S. (2004): Optimum Multiple Tuned Mass Dampers for Base-excited Damped Main System. Dans: International Journal of Structural Stability and Dynamics, v. 4, n. 4 (décembre 2004).

    https://doi.org/10.1142/s0219455404001367

  9. Panchal, V. R. / Jangid, R. S. (2008): Seismic behavior of variable frequency pendulum isolator. Dans: Earthquake Engineering and Engineering Vibration, v. 7, n. 2 (juin 2008).

    https://doi.org/10.1007/s11803-008-0824-9

  10. Panchal, V. R. / Jangid, R. S. / Soni, D. P. / Mistry, B. B. (2010): Response of the Double Variable Frequency Pendulum Isolator under Triaxial Ground Excitations. Dans: Journal of Earthquake Engineering, v. 14, n. 4 ( 2010).

    https://doi.org/10.1080/13632460903294390

  11. Jangid, R. S. (2000): Optimum frictional elements in sliding isolation systems. Dans: Computers & Structures, v. 76, n. 5 (juillet 2000).

    https://doi.org/10.1016/s0045-7949(99)00126-1

  12. Jangid, R. S. / Datta, T. K. (1995): Seismic behaviour of base-isolated buildings: a state-of-the art review. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 110, n. 2 (mai 1995).

    https://doi.org/10.1680/istbu.1995.27599

  13. Kumar, Praveen / Jangid, R. S. / Reddy, G. R. (2013): Response of piping system with semi-active variable friction dampers under tri-directional seismic excitation. Dans: International Journal of Structural Engineering, v. 4, n. 3 ( 2013).

    https://doi.org/10.1504/ijstructe.2013.055188

  14. Kulkarni, Jeevan A. / Jangid, R. S. (2002): Rigid body response of base-isolated structures. Dans: Journal of Structural Control, v. 9, n. 3 ( 2002).

    https://doi.org/10.1002/stc.11

  15. Jangid, R. S. (1999): Optimum Multiple Tuned Mass Dampers for base-excited undamped system. Dans: Earthquake Engineering and Structural Dynamics, v. 28, n. 9 (septembre 1999).

    https://doi.org/10.1002/(sici)1096-9845(199909)28:9<1041::aid-eqe853>3.0.co;2-e

  16. Jangid, R. S. / Datta, T. K. (1997): Performance Of Multiple Tuned Mass Dampers For Torsionally Coupled System. Dans: Earthquake Engineering and Structural Dynamics, v. 26, n. 3 (mars 1997).

    https://doi.org/10.1002/(sici)1096-9845(199703)26:3<307::aid-eqe639>3.0.co;2-8

  17. Jangid, R. S. (2002): Parametric Study of Base-Isolated Structures. Dans: Advances in Structural Engineering, v. 5, n. 2 (avril 2002).

    https://doi.org/10.1260/1369433021502605

  18. Jangid, R. S. (2004): Response of SDOF system to non-stationary earthquake excitation. Dans: Earthquake Engineering and Structural Dynamics, v. 33, n. 15 (décembre 2004).

    https://doi.org/10.1002/eqe.409

  19. Bhaskararao, A. V. / Jangid, R. S. (2007): Optimum viscous damper for connecting adjacent SDOF structures for harmonic and stationary white-noise random excitations. Dans: Earthquake Engineering and Structural Dynamics, v. 36, n. 4 (10 avril 2007).

    https://doi.org/10.1002/eqe.636

  20. Soneji, Balkrishna B. / Jangid, R. S. (2010): Response of an isolated cable-stayed bridge under bi-directional seismic actions. Dans: Structure and Infrastructure Engineering, v. 6, n. 3 (juin 2010).

    https://doi.org/10.1080/15732470701596833

  21. Jangid, R. S. / Datta, T. K. (1995): Performance of base isolation systems for asymmetric building subject to random excitation. Dans: Engineering Structures, v. 17, n. 6 (juillet 1995).

    https://doi.org/10.1016/0141-0296(95)00054-b

  22. Jangid, R. S. (1997): Response of pure-friction sliding structures to bi-directional harmonic ground motion. Dans: Engineering Structures, v. 19, n. 2 (février 1997).

    https://doi.org/10.1016/s0141-0296(96)00055-7

  23. Jangid, R. S. (2007): Optimum lead–rubber isolation bearings for near-fault motions. Dans: Engineering Structures, v. 29, n. 10 (octobre 2007).

    https://doi.org/10.1016/j.engstruct.2006.12.010

  24. Jangid, R. S. (2005): Optimum friction pendulum system for near-fault motions. Dans: Engineering Structures, v. 27, n. 3 (février 2005).

    https://doi.org/10.1016/j.engstruct.2004.09.013

  25. Soneji, B. B. / Jangid, R. S. (2007): Passive hybrid systems for earthquake protection of cable-stayed bridge. Dans: Engineering Structures, v. 29, n. 1 (janvier 2007).

    https://doi.org/10.1016/j.engstruct.2006.03.034

  26. Patil, V. B. / Jangid, R. S. (2011): Response of wind-excited benchmark building installed with dampers. Dans: The Structural Design of Tall and Special Buildings, v. 20, n. 4 (juin 2011).

    https://doi.org/10.1002/tal.523

  27. Bhaskararao, A. V. / Jangid, R. S. (2006): Seismic analysis of structures connected with friction dampers. Dans: Engineering Structures, v. 28, n. 5 (avril 2006).

    https://doi.org/10.1016/j.engstruct.2005.09.020

  28. Bakre, S. V. / Jangid, R. S. (2007): Optimum parameters of tuned mass damper for damped main system. Dans: Structural Control and Health Monitoring, v. 14, n. 3 (avril 2007).

    https://doi.org/10.1002/stc.166

  29. Sharma, Ajay / Jangid, R. S. (2012): Performance of variable curvature sliding isolators in base-isolated benchmark building. Dans: The Structural Design of Tall and Special Buildings, v. 21, n. 5 (mai 2012).

    https://doi.org/10.1002/tal.600

  30. Soneji, B. B. / Jangid, R. S. (2006): Seismic control of cable-stayed bridge using semi-active hybrid system. Dans: Bridge Structures, v. 2, n. 1 (mars 2006).

    https://doi.org/10.1080/15732480600765165

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