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C. E. N. Mazzilli 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. Rodrigues, R. A. / Mazzilli, C. E. N. / Bittencourt, T. N. (2019): Comparative analysis of normative provisions for seismic design and detailing of reinforced concrete structures. In: Revista IBRACON de Estruturas e Materiais, v. 12, n. 5 (October 2019).

    https://doi.org/10.1590/s1983-41952019000500013

  2. Almeida, G. M. / Mazzilli, C. E. N. (2018): Application of tuned-mass dampers to the control of floor vibrations. In: Revista IBRACON de Estruturas e Materiais, v. 11, n. 2 (April 2018).

    https://doi.org/10.1590/s1983-41952018000200009

  3. Amaral, P. G. C. / Mazzilli, C. E. N. (2017): Characterization of track geometric imperfections leading to maximal dynamic amplification of internal forces in railway bridges. In: Revista IBRACON de Estruturas e Materiais, v. 10, n. 4 (August 2017).

    https://doi.org/10.1590/s1983-41952017000400010

  4. Schmidt, E. P. / Mazzilli, C. E. N. (2017): The influence of deck flexibility on the dynamic response of road bridges. In: Revista IBRACON de Estruturas e Materiais, v. 10, n. 3 (June 2017).

    https://doi.org/10.1590/s1983-41952017000300009

  5. Mazzilli, C. E. N. / AndrĂ©, J. C. / Soares, M. E. S. / Ramos, I. B. (2000): A simple numerical model for the aeroelastic analysis of cable-stayed bridges. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 84, n. 3 (February 2000).

    https://doi.org/10.1016/s0167-6105(99)00107-5

  6. Mazzilli, C. E. N. / Baracho Neto, O. G. P. (2002): Evaluation of non-linear normal modes for finite-element models. In: Computers & Structures, v. 80, n. 11 (May 2002).

    https://doi.org/10.1016/s0045-7949(02)00061-5

  7. Soares, M. E. S. / Mazzilli, C. E. N. (2000): Nonlinear normal modes of planar frames discretised by the finite element method. In: Computers & Structures, v. 77, n. 5 (July 2000).

    https://doi.org/10.1016/s0045-7949(99)00233-3

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