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Francisco C. P. De Barros

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. De Barros, Francisco C. P. / Enrique Luco, J. (1995): Identification of foundation impedance functions and soil properties from vibration tests of the Hualien containment model. In: Soil Dynamics and Earthquake Engineering, v. 14, n. 4 (January 1995).

    https://doi.org/10.1016/0267-7261(94)00046-j

  2. De Barros, Francisco C. P. / Enrique Luco, J. (1995): Amplification of obliquely incident waves by a cylindrical valley embedded in a layered half-space. In: Soil Dynamics and Earthquake Engineering, v. 14, n. 3 (January 1995).

    https://doi.org/10.1016/0267-7261(94)00047-k

  3. Enrique Luco, J. / De Barros, Francisco C. P. (2004): Assessment of predictions of the response of the Hualien containment model during forced vibration tests. In: Soil Dynamics and Earthquake Engineering, v. 24, n. 12 (December 2004).

    https://doi.org/10.1016/j.soildyn.2003.12.006

  4. Enrique Luco, J. / De Barros, Francisco C. P. (1998): Control of the seismic response of a composite tall building modelled by two interconnected shear beams. In: Earthquake Engineering and Structural Dynamics, v. 27, n. 3 (March 1998).

    https://doi.org/10.1002/(sici)1096-9845(199803)27:3<205::aid-eqe712>3.0.co;2-x

  5. Enrique Luco, J. / De Barros, Francisco C. P. (1998): Optimal damping between two adjacent elastic structures. In: Earthquake Engineering and Structural Dynamics, v. 27, n. 7 (July 1998).

    https://doi.org/10.1002/(sici)1096-9845(199807)27:7<649::aid-eqe748>3.0.co;2-5

  6. De Barros, Francisco C. P. / Enrique Luco, J. (1990): Discrete models for vertical vibrations of surface and embedded foundations. In: Earthquake Engineering and Structural Dynamics, v. 19, n. 2 (February 1990).

    https://doi.org/10.1002/eqe.4290190211

  7. Enrique Luco, J. / De Barros, Francisco C. P. (2005): Identification of structural and soil properties from vibration tests of the Hualien containment model. In: Earthquake Engineering and Structural Dynamics, v. 34, n. 1 (January 2005).

    https://doi.org/10.1002/eqe.404

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