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Publicité

R. N. Iyengar

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. Iyengar, R. N. / Jaiswal, O. R. (1995): Random Field Modeling of Railway Track Irregularities. Dans: Journal of Transportation Engineering, v. 121, n. 4 (juillet 1995).

    https://doi.org/10.1061/(asce)0733-947x(1995)121:4(303)

  2. Jaiswal, O. R. / Iyengar, R. N. (1997): Dynamic Response of Railway Tracks to Oscillatory Moving Masses. Dans: Journal of Engineering Mechanics (ASCE), v. 123, n. 7 (juillet 1997).

    https://doi.org/10.1061/(asce)0733-9399(1997)123:7(753)

  3. Iyengar, R. N. / Roy, D. (1996): Conditional Linearization in Nonlinear Random Vibration. Dans: Journal of Engineering Mechanics (ASCE), v. 122, n. 3 (mars 1996).

    https://doi.org/10.1061/(asce)0733-9399(1996)122:3(197)

  4. Iyengar, R. N. / Manohar, C. S. (1987): Nonstationary Random Critical Seismic Excitations. Dans: Journal of Engineering Mechanics (ASCE), v. 113, n. 4 (avril 1987).

    https://doi.org/10.1061/(ASCE)0733-9399(1987)113:4(529)

  5. Iyengar, R. N. (1989): Response of nonlinear systems to narrow-band excitation. Dans: Structural Safety, v. 6, n. 2-4 (novembre 1989).

    https://doi.org/10.1016/0167-4730(89)90019-2

  6. Raghu Kanth, S. T. G. / Iyengar, R. N. (2009): Engineering source model for strong ground motion. Dans: Soil Dynamics and Earthquake Engineering, v. 29, n. 3 (mars 2009).

    https://doi.org/10.1016/j.soildyn.2008.05.010

  7. Rao, G. Visweswara / Iyengar, R. N. (1991): Seismic response of a long span cable. Dans: Earthquake Engineering and Structural Dynamics, v. 20, n. 3 (mars 1991).

    https://doi.org/10.1002/eqe.4290200304

  8. Iyengar, R. N. / Prodhan, K. C. (1983): Classification and rating of strong-motion earthquake records. Dans: Earthquake Engineering and Structural Dynamics, v. 11, n. 3 (mai 1983).

    https://doi.org/10.1002/eqe.4290110308

  9. Iyengar, R. N. / Shinozuka, M. (1972): Effect of self-weight and vertical acceleration on the behaviour of tall structures during earthquake. Dans: Earthquake Engineering and Structural Dynamics, v. 1, n. 1 ( 1972).

    https://doi.org/10.1002/eqe.4290010107

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