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R. Cerioni

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. Bernardi, P. / Cerioni, R. / Michelini, E. / Sirico, A. (2016): Numerical simulation of early-age shrinkage effects on RC member deflections and cracking development. In: Frattura ed Integrità Strutturale, v. 10, n. 37 (June 2016).

    https://doi.org/10.3221/igf-esis.37.03

  2. Bernardi, P. / Cerioni, R. / Michelini, E. / Sirico, A. (2015): A non-linear procedure for the numerical analysis of crack development in beams failing in shear. In: Frattura ed Integrità Strutturale, v. 10, n. 35 (December 2015).

    https://doi.org/10.3221/igf-esis.35.12

  3. Michelini, E. / Bernardi, P. / Cerioni, R. / Belletti, B. (2020): Experimental and Numerical Assessment of Flexural and Shear Behavior of Precast Prestressed Deep Hollow-Core Slabs. In: International Journal of Concrete Structures and Materials, v. 14, n. 1 (7 January 2020).

    https://doi.org/10.1186/s40069-020-00407-y

  4. Cerioni, R. / Brighenti, R. / Donida, G. (1995): Use of incompatible displacement modes in a finite element model to analyze the dynamic behavior of unreinforced masonry panels. In: Computers & Structures, v. 57, n. 1 (October 1995).

    https://doi.org/10.1016/0045-7949(94)00590-y

  5. Cerioni, R. / Mingardi, L. (1996): Nonlinear analysis of reinforced concrete foundation plates. In: Computers & Structures, v. 61, n. 1 (August 1996).

    https://doi.org/10.1016/0045-7949(95)00399-1

  6. Cerioni, R. / Donida, G. (1994): A finite element model for the nonlinear analysis of reinforced and prestressed masonry walls. In: Computers & Structures, v. 53, n. 6 (December 1994).

    https://doi.org/10.1016/0045-7949(94)90397-2

  7. Bernardi, P. / Cerioni, R. / Leurini, F. / Michelini, E. (2016): A design method for the prediction of load distribution in hollow-core floors. In: Engineering Structures, v. 123 (September 2016).

    https://doi.org/10.1016/j.engstruct.2016.06.008

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