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Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Kunde, M. C. / Jangid, R. S. (2003): Seismic behavior of isolated bridges: A-state-of-the-art review. In: Electronic Journal of Structural Engineering, v. 3 (Januar 2003).

    https://doi.org/10.56748/ejse.335

  2. 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

  3. 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

  4. 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

  5. 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 (Mai 1997).

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

  6. 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 (Januar 2014).

    https://doi.org/10.1080/19373260.2013.840956

  7. 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 (Februar 2009).

    https://doi.org/10.1080/19373260802417021

  8. 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 (Juni 2015).

    https://doi.org/10.1080/19373260.2015.1038862

  9. 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 (Dezember 2004).

    https://doi.org/10.1142/s0219455404001367

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

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

  11. 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

  12. Jangid, R. S. (2000): Optimum frictional elements in sliding isolation systems. In: Computers & Structures, v. 76, n. 5 (Juli 2000).

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

  13. 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 (Mai 1995).

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

  14. 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

  15. 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

  16. 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

  17. 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 (März 1997).

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

  18. 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

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

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

  20. 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

  21. 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 (Juni 2010).

    https://doi.org/10.1080/15732470701596833

  22. 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 (Juli 1995).

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

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

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

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

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

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

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

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

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

  27. 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 (Juni 2011).

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

  28. 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

  29. 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

  30. 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 (Mai 2012).

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

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