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A. Monaco

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. Alforno, M. / Venuti, F. / Monaco, A. / Calderini, C. (2022): Seismic behaviour of cross vaults with different brick pattern. In: Bulletin of Earthquake Engineering, v. 20, n. 8 (March 2022).

    https://doi.org/10.1007/s10518-022-01347-6

  2. Alforno, M. / Venuti, F. / Monaco, A. / Calderini, C. (2023): Numerical Investigation of the Influence of Constructive Aspects on the Structural Behaviour of Masonry Cross Vaults. In: International Journal of Architectural Heritage, v. 17, n. 6 (January 2023).

    https://doi.org/10.1080/15583058.2021.1992534

  3. Gugliermetti, F. / Bisegna, F. / Monaco, A. (2008): Acoustical Evolution of the Roman Theatre of Ostia. In: Building Acoustics, v. 15, n. 2 (June 2008).

    https://doi.org/10.1260/135101008785082533

  4. Alforno, M. / Monaco, A. / Venuti, F. / Calderini, C. (2021): Validation of Simplified Micro-models for the Static Analysis of Masonry Arches and Vaults. In: International Journal of Architectural Heritage, v. 15, n. 8 (September 2021).

    https://doi.org/10.1080/15583058.2020.1808911

  5. Campione, G. / Monaco, A. / Cannella, F. (2019): Flexural Test on a Full-Scale 60-kW Wind Turbine–Tower Telescopic Steel Pipe. In: Practice Periodical on Structural Design and Construction, v. 24, n. 3 (August 2019).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000433

  6. Campione, G. / Monaco, A. / Papia, M. (2016): Simplified analytical model for moment–axial force domain in the presence of shear in R.C. members externally strengthened with steel cages. In: Materials and Structures, v. 49, n. 8 (August 2016).

    https://doi.org/10.1617/s11527-015-0710-7

  7. Campione, G. / Monaco, A. / Minafò, G. (2014): Shear strength of high-strength concrete beams: Modeling and design recommendations. In: Engineering Structures, v. 69 (June 2014).

    https://doi.org/10.1016/j.engstruct.2014.02.029

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