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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. Scanlan, R. H. (1978): The action of flexible bridges under wind, I: Flutter theory. In: Journal of Sound and Vibration, v. 60, n. 2 (September 1978).

    https://doi.org/10.1016/s0022-460x(78)80028-5

  2. Scanlan, R. H. / Jones, N. P. (1999): A Form Of Aerodynamic Admittance For Use In Bridge Aeroelastic Analysis. In: Journal of Fluids and Structures, v. 13, n. 7-8 (October 1999).

    https://doi.org/10.1006/jfls.1999.0243

  3. Scanlan, R. H. (2001): Reexamination of sectional aerodynamic force functions for bridges. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 89, n. 14-15 (December 2001).

    https://doi.org/10.1016/s0167-6105(01)00141-6

  4. Katsuchi, H. / Jones, N. P. / Scanlan, R. H. / Akiyama, H. (1998): Multi-mode flutter and buffeting analysis of the Akashi-Kaikyo bridge. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 77-78 (September 1998).

    https://doi.org/10.1016/s0167-6105(98)00162-7

  5. Scanlan, R. H. / Jones, N. P. / Singh, L. (1997): Inter-relations among flutter derivatives. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 69-71 (July 1997).

    https://doi.org/10.1016/s0167-6105(97)00209-2

  6. Singh, L. / Jones, N. P. / Scanlan, R. H. / Lorendeaux, O. (1996): Identification of lateral flutter derivatives of bridge decks. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 60 (April 1996).

    https://doi.org/10.1016/0167-6105(96)00025-6

  7. Jones, N. P. / Scanlan, R. H. / Sarkar, P. P. / Singha, L. (1995): The effect of section model details on aeroelastic parameters. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 54-55 (February 1995).

    https://doi.org/10.1016/0167-6105(94)00028-c

  8. Scanlan, R. H. / Stroh, S. L. / Raggett, J. D. (1995): Methods of wind response investigation employed for the Kap Shui Mun Bridge. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 54-55 (February 1995).

    https://doi.org/10.1016/0167-6105(94)00024-8

  9. Scanlan, R. H. (1988): On bridge response build-up beyond the critical wind velocity for stability. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 29, n. 1-3 (August 1988).

    https://doi.org/10.1016/0167-6105(88)90171-7

  10. Reed, D. A. / Scanlan, R. H. (1984): Autoregressive representation of longitudinal, lateral, and vertical turbulence spectra. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 17, n. 2 (August 1984).

    https://doi.org/10.1016/0167-6105(84)90056-4

  11. Bienkiewicz, B. / Cermak, J. E. / Peterka, J. A. / Scanlan, R. H. (1983): Active modeling of large-scale turbulence. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 13, n. 1-3 (December 1983).

    https://doi.org/10.1016/0167-6105(83)90165-4

  12. Scanlan, R. H. (1983): On linearized airfoil and bluff-body stability theory and the scruton number. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 12, n. 3 (September 1983).

    https://doi.org/10.1016/0167-6105(83)90058-2

  13. Scanlan, R. H. (1976): Seismic wave effects on soil-structure interaction. In: Earthquake Engineering and Structural Dynamics, v. 4, n. 4 (April 1976).

    https://doi.org/10.1002/eqe.4290040405

  14. Kumarasena, T. / Scanlan, R. H. / Ehsan, F. (1991): Wind‐Induced Motions of Deer Isle Bridge. In: Journal of Structural Engineering (ASCE), v. 117, n. 11 (November 1991).

    https://doi.org/10.1061/(asce)0733-9445(1991)117:11(3356)

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