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R. H. Scanlan

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

  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 (Oktober 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 (Dezember 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 (Juli 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 (Februar 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 (Februar 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 (Dezember 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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