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G. Ranzi

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. Ranzi, G. (2018): Evaluation of the ultimate response of post-tensioned composite slabs. Presented at: Ninth International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018, 9-13 July 2018, Melbourne, Australia.

    https://doi.org/10.1201/9781315189390-50

  2. Bocciarelli, M. / Ranzi, G. (2018): Service behaviour of composite steel-concrete slabs with a simplified approach and a hygro-thermo-chemical-mechanical model for the nonuniform shrinkage evaluation. Presented at: Ninth International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018, 9-13 July 2018, Melbourne, Australia.

    https://doi.org/10.1201/9781315189390-51

  3. Ranzi, G. / Bradford, M. A. (2009): Nonlinear analysis of composite beams with partial shear interaction by means of the direct stiffness method. In: Steel and Composite Structures, v. 9, n. 2 (March 2009).

    https://doi.org/10.12989/scs.2009.9.2.131

  4. Ranzi, G. / Bradford, M. A. / Uy, B. (2003): A general method of analysis of composite beams with partial interaction. In: Steel and Composite Structures, v. 3, n. 3 (June 2003).

    https://doi.org/10.12989/scs.2003.3.3.169

  5. Castel, A. / Gilbert, R. I. / Ranzi, G. / Foster, S. (2014): A non-linear steel-concrete interface damage model for reinforced concrete after cracking. In: Australian Journal of Structural Engineering, v. 15, n. 1 (January 2014).

    https://doi.org/10.7158/s13-017.2014.15.2

  6. Tahmasebinia, F. / Ranzi, G. / Zona, Z. (2012): A probabilistic three-dimensional finite element study on simply-supported composite floor beams. In: Australian Journal of Structural Engineering, v. 12, n. 3 ( 2012).

    https://doi.org/10.7158/s11-107.2012.12.3

  7. Gara, F. / Ranzi, G. / Leoni, G. (2006): Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study. In: Journal of Constructional Steel Research, v. 62, n. 9 (September 2006).

    https://doi.org/10.1016/j.jcsr.2005.11.024

  8. Ranzi, G. / Bradford, M. A. / Ansourian, P. / Filonov, A. / Rasmussen, K. J. R. / Hogan, T. J. / Uy, B. (2009): Full-scale tests on composite steel–concrete beams with steel trapezoidal decking. In: Journal of Constructional Steel Research, v. 65, n. 7 (July 2009).

    https://doi.org/10.1016/j.jcsr.2009.03.006

  9. Gara, F. / Ranzi, G. / Leoni, G. (2011): Simplified method of analysis accounting for shear-lag effects in composite bridge decks. In: Journal of Constructional Steel Research, v. 67, n. 10 (October 2011).

    https://doi.org/10.1016/j.jcsr.2011.04.013

  10. Ranzi, G. / Bradford, M. A. (2007): Direct stiffness analysis of a composite beam-column element with partial interaction. In: Computers & Structures, v. 85, n. 15-16 (August 2007).

    https://doi.org/10.1016/j.compstruc.2006.11.031

  11. Ranzi, G. / Gara, F. / Ansourian, P. (2006): General method of analysis for composite beams with longitudinal and transverse partial interaction. In: Computers & Structures, v. 84, n. 31-32 (December 2006).

    https://doi.org/10.1016/j.compstruc.2006.07.002

  12. Ranzi, G. / Bradford, M. A. (2005): Time analysis of structural concrete elements using the equivalent displacement method. In: Materials and Structures, v. 38, n. 6 (July 2005).

    https://doi.org/10.1007/bf02481592

  13. Ranzi, G. / Bradford, M. A. / Uy, B. (2006): Analytical Solutions for the Viscoelastic Response of Composite Beams Including Partial Interaction. In: Advances in Structural Engineering, v. 9, n. 1 (February 2006).

    https://doi.org/10.1260/136943306776232855

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