Francisco C. P. De Barros
- 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 (Januar 1995). (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 (Januar 1995). (1995):
- 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 (Dezember 2004). (2004):
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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 (März 1998).
https://doi.org/10.1002/(sici)1096-9845(199803)27:3<205::aid-eqe712>3.0.co;2-x
(1998): -
Optimal damping between two adjacent elastic structures. In: Earthquake Engineering and Structural Dynamics, v. 27, n. 7 (Juli 1998).
https://doi.org/10.1002/(sici)1096-9845(199807)27:7<649::aid-eqe748>3.0.co;2-5
(1998): - Discrete models for vertical vibrations of surface and embedded foundations. In: Earthquake Engineering and Structural Dynamics, v. 19, n. 2 (Februar 1990). (1990):
- Identification of structural and soil properties from vibration tests of the Hualien containment model. In: Earthquake Engineering and Structural Dynamics, v. 34, n. 1 (Januar 2005). (2005):