Roberto Ramasco
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Inelastic seismic response of one-way plan-asymmetric systems under bi-directional ground motions. Dans: Earthquake Engineering and Structural Dynamics, v. 27, n. 4 (avril 1998).
https://doi.org/10.1002/(sici)1096-9845(199804)27:4<363::aid-eqe728>3.0.co;2-7
(1998): - Inelastic response and design criteria of plan-wise asymmetric systems. Dans: Earthquake Engineering and Structural Dynamics, v. 22, n. 3 (mars 1993). (1993):
- The use of damage functionals in earthquake engineering: A comparison between different methods. Dans: Earthquake Engineering and Structural Dynamics, v. 22, n. 10 (octobre 1993). (1993):
- Effects of column axial force - bending moment interaction on inelastic seismic response of steel frames. Dans: Earthquake Engineering and Structural Dynamics, v. 32, n. 12 (octobre 2003). (2003):
- Seismic response of three-dimensional r/c multi-storey frame building under uni- and bi-directional input ground motion. Dans: Earthquake Engineering and Structural Dynamics, v. 36, n. 12 (10 octobre 2007). (2007):
- Seismic performance of R/C frames with overstrength discontinuities in elevation. Dans: Bulletin of Earthquake Engineering, v. 10, n. 2 (août 2011). (2011):