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B. F. Sparling ORCID

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

  1. Morgan, C. J. / Sparling, B. F. / Wegner, L. D. (2022): Use of structural health monitoring to extend the service life of the Diefenbaker Bridge. In: Journal of Civil Structural Health Monitoring, v. 12, n. 4 (23 Juli 2022).

    https://doi.org/10.1007/s13349-022-00585-1

  2. Sparling, B. F. / Wegner, L. D. (2007): Estimating peak wind load effects in guyed masts. In: Wind & Structures, v. 10, n. 4 (August 2007).

    https://doi.org/10.12989/was.2007.10.4.347

  3. Davenport, A. G. / Sparling, B. F. (1992): Dynamic gust response factors for guyed towers. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 43, n. 1-3 (Januar 1992).

    https://doi.org/10.1016/0167-6105(92)90662-t

  4. Alwash, M. / Sparling, B. F. / Wegner, L. D. (2009): Influence of Excitation on Dynamic System Identification for a Multi-Span Reinforced Concrete Bridge. In: Advances in Civil Engineering, v. 2009 ( 2009).

    https://doi.org/10.1155/2009/859217

  5. Pacholka, K. / Rezansoff, T. / Sparling, B. F. (1999): Stirrup distribution across the beam width in tension lap splices. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 26, n. 1 (Februar 1999).

    https://doi.org/10.1139/l98-047

  6. Sparling, B. F. / Davenport, A. G. (1998): Three-dimensional dynamic response of guyed towers to wind turbulence. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 25, n. 3 (Juni 1998).

    https://doi.org/10.1139/l97-113

  7. Rezansoff, T. / Sparling, B. F. (1995): Correlation of the bond provisions of CSA A23.3-94 with tests on tension lap splices in beams. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 22, n. 4 (August 1995).

    https://doi.org/10.1139/l95-086

  8. Stott, D. / Rezansoff, T. / Sparling, B. F. (1994): Loss of freeze–thaw durability of concrete containing accelerating admixtures. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 21, n. 4 (August 1994).

    https://doi.org/10.1139/l94-062

  9. Rezansoff, T. / Zhang, S. / Sparling, B. F. (1997): Influence of different stirrup configurations on lap splices in beams. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 24, n. 1 (Februar 1997).

    https://doi.org/10.1139/l96-094

  10. Sparling, B. F. / Wegner, L. D. (2006): Comparison of frequency- and time-domain analyses for guyed masts in turbulent winds. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 33, n. 2 (Februar 2006).

    https://doi.org/10.1139/l05-101

  11. Shahidi, F. / Wegner, L. D. / Sparling, B. F. (2006): Investigation of bond between fibre-reinforced polymer bars and concrete under sustained loads. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 33, n. 11 (November 2006).

    https://doi.org/10.1139/l06-070

  12. Siddique, A. B. / Sparling, B. F. / Wegner, L. D. (2007): Assessment of vibration-based damage detection for an integral abutment bridge. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 34, n. 3 (März 2007).

    https://doi.org/10.1139/l07-023

  13. Davenport, Alan G. / Sparling, B. F. (1998): The Evolution of Dynamic Gust Response Factors for Guyed Towers. In: Structural Engineering International, v. 8, n. 1 (Februar 1998).

    https://doi.org/10.2749/101686698780489694

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