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G. Ranzi

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

  1. Ranzi, G. (2018): Evaluation of the ultimate response of post-tensioned composite slabs. Vorgetragen bei: 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. Vorgetragen bei: 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 (März 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 (Juni 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 (Januar 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 (Juli 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 (Oktober 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 (Dezember 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 (Juli 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 (Februar 2006).

    https://doi.org/10.1260/136943306776232855

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