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B. F. Sparling ORCID

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. 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 July 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 (January 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 (February 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 (June 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 (February 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 (February 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 (March 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 (February 1998).

    https://doi.org/10.2749/101686698780489694

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