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R. S. Jangid ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Kataria, Nitin P. / Jangid, R. S. (2014): Optimum semi-active hybrid system for seismic control of the horizontally curved bridge with Magnetorheological damper. In: 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. In: Bulletin of Earthquake Engineering, v. 21, n. 3 (September 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. In: Structural Engineering and Mechanics, v. 23, n. 6 (August 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. In: Journal of Sound and Vibration, v. 202, n. 5 (May 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. In: The IES Journal Part A: Civil & Structural Engineering, v. 7, n. 1 (January 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. In: The IES Journal Part A: Civil & Structural Engineering, v. 2, n. 1 (February 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. In: The IES Journal Part A: Civil & Structural Engineering, v. 8, n. 3 (June 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. In: International Journal of Structural Stability and Dynamics, v. 4, n. 4 (December 2004).

    https://doi.org/10.1142/s0219455404001367

  9. Panchal, V. R. / Jangid, R. S. (2008): Seismic behavior of variable frequency pendulum isolator. In: Earthquake Engineering and Engineering Vibration, v. 7, n. 2 (June 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. In: 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. In: Computers & Structures, v. 76, n. 5 (July 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. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 110, n. 2 (May 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. In: 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. In: 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. In: Earthquake Engineering and Structural Dynamics, v. 28, n. 9 (September 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. In: Earthquake Engineering and Structural Dynamics, v. 26, n. 3 (March 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. In: Advances in Structural Engineering, v. 5, n. 2 (April 2002).

    https://doi.org/10.1260/1369433021502605

  18. Jangid, R. S. (2004): Response of SDOF system to non-stationary earthquake excitation. In: Earthquake Engineering and Structural Dynamics, v. 33, n. 15 (December 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. In: Earthquake Engineering and Structural Dynamics, v. 36, n. 4 (10 April 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. In: Structure and Infrastructure Engineering, v. 6, n. 3 (June 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. In: Engineering Structures, v. 17, n. 6 (July 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. In: Engineering Structures, v. 19, n. 2 (February 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. In: Engineering Structures, v. 29, n. 10 (October 2007).

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

  24. Jangid, R. S. (2005): Optimum friction pendulum system for near-fault motions. In: Engineering Structures, v. 27, n. 3 (February 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. In: Engineering Structures, v. 29, n. 1 (January 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. In: The Structural Design of Tall and Special Buildings, v. 20, n. 4 (June 2011).

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

  27. Bhaskararao, A. V. / Jangid, R. S. (2006): Seismic analysis of structures connected with friction dampers. In: Engineering Structures, v. 28, n. 5 (April 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. In: Structural Control and Health Monitoring, v. 14, n. 3 (April 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. In: The Structural Design of Tall and Special Buildings, v. 21, n. 5 (May 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. In: Bridge Structures, v. 2, n. 1 (March 2006).

    https://doi.org/10.1080/15732480600765165

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